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项目基本信息框架剪力墙结构,23层(地下两层+楼梯间出屋面,结构计算模型楼层为27层),地下两层,7度抗震,
0.10g,第一组,框架抗震等级2级,剪力墙抗震等级2级总高
73.20米该项目最大的难点以及教训在于由于高宽比较大,最初为两侧__在一起(设计院当时___是要求分开,但建筑及甲方不同意),两侧在中间的__太弱,由于瓶颈效应,导致扭转效应大,周期比难以控制(仅能勉强通过,要求A级高度
27.00钢材容重kN/m3:Gs=
78.00水平力的夹角Rad:ARF=
0.00地下室层数:MBASE=2竖向荷载计算信息:按模拟施工加荷计算方式风荷载计算信息:计算XY两个方向的风荷载地震力计算信息:计算XY两个方向的地震力特殊荷载计算信息:不计算结构类别:框架-剪力墙结构裙房层数:__NNEX=0转换层所在层号MCHANGE=0墙元细分最大控制长度mD__X=
0.30地面粗糙程度:B类结构基本周期(秒):T1=
2.15体形变化分段数:MPART=1各段最高层号:NSTi=27各段体形系数:USi=
7.00场地类别:KD=2设计地震分组:一组特征周期TG=
0.35多遇地震影响系数最大值R__x1=
0.08罕遇地震影响系数最大值R__x2=
0.50框架的抗震等级:NF=2剪力墙的抗震等级:NW=2活荷质量折减系数:RMC=
0.50周期折减系数:TC=
0.80结构的阻尼比%:DAMP=
11.002---
30.854---
50.706---
80.659---
200.
2.00梁端弯矩调幅系数BT=
0.85梁设计弯矩增大系数BM=
1.00连梁刚度折减系数BLZ=
0.55梁扭矩折减系数TB=
0.40全楼地震力放大系数RSF=
1.
000.2Qo调整起始层号KQ1=
10.2Qo调整终止层号KQ2=27顶塔楼内力放大起算层号NTL=0顶塔楼内力放大RTL=
1.00九度结构及一级框架梁柱超配筋系数CPCOEF91=
1.15是否按抗震规范
5.
100.00柱箍筋最大间距mm:SC=
100.00墙水平分布筋最大间距mm:SWH=
200.00墙竖向分布筋最小配筋率%:RWV=
0.30单独指定墙竖向分布筋配筋率的层数:NSW=0单独指定的墙竖向分布筋配筋率%:RWV1=
1.00柱计算长度计算原则:无侧移梁柱重叠部分简化:___刚域是否考虑P-Delt效应是柱配筋计算原则:按单偏压计算钢构件截面净毛__比:RN=
0.85梁保护层厚度mm:BCB=
25.00柱保护层厚度mm:ACA=
30.00是否按砼规范
7.
1.20活载分项系数:CLIVE=
1.40风荷载分项系数:__IND=
1.40水平地震力分项系数:__A_H=
1.30竖向地震力分项系数:__A_V=
0.50特殊荷载分项系数:CSPY=
0.00活荷载的组合系数:CD_L=
0.70风荷载的组合系数:CD_W=
0.60活荷载的重力荷载代表值系数:__A_L=
3.00回填土容重kN/m3:Gsol=
18.00回填土侧压力系数:Rsol=
0.50外墙分布筋保护厚度mm:W__=
30.00室外地平标高m:Hout=-
0.35地下水位标高m:Hwat=-
4.50室外地面附加荷载kN/m2:Qgrd=
21.50**********************************************************各层的质量、质心坐标信息**********************************************************层号塔号质心X质心Y质心Z恒载质量活载质量mmtt
27147.
71120.
64087.
50069.
51.
426147.
71520.
49684.
500104.
35.
625140.
70226.
18281.
500404.
430.
024138.
44425.
53178.
500687.
948.
223137.
69225.
30375.
500726.
252.
222137.
09324.
66672.
500786.
057.
221137.
83023.
81069.
500838.
762.
320137.
75923.
85366.
500836.
062.
819137.
75923.
85363.
500836.
062.
818137.
75923.
85360.
500836.
062.
817137.
75923.
85357.
500836.
062.
816137.
75923.
85354.
500836.
062.
815137.
75923.
85351.
500836.
062.
814137.
71823.
83348.
500850.
962.
413137.
71823.
83345.
500850.
962.
412137.
71823.
83342.
500850.
962.
411137.
71823.
83339.
500850.
962.
410137.
71823.
83336.
500850.
962.
49137.
71823.
83333.
500850.
962.
48137.
71723.
81430.
500901.
362.
17137.
71723.
81427.
500901.
362.
16137.
71723.
81424.
500901.
362.
15135.1__
22.
85821.
5001660.
9103.
44134.
54322.
68817.
3001445.
7258.
63134.
31624.
51713.
1001336.
2213.
12135.
65722.
7368.
9001869.
9258.
11135.
95022.
3283.
9001554.
0229.1活载产生的总质量t:
2256.603恒载产生的总质量t:
24308.947结构的总质量t:
26565.551恒载产生的总质量包括结构自重和外加恒载结构的总质量包括恒载产生的质量和活载产生的质量活载产生的总质量和结构的总质量是活载折减后的结果1t=1000kg**********************************************************各层构件数量、构件材料和层高**********************************************************层号塔号梁数柱数墙数层高累计高度混凝土混凝土混凝土mm
1114630544520453.
9003.
9002116730544522455.
0008.
9003114330514522454.
20013.
1004115930514522454.
20017.
3005126430424028404.
20021.
5006125730224024403.
00024.
5007125730224024403.
00027.
5008125730224024403.
00030.
5009125730224024403.
00033.
50010125730224024403.
00036.
50011125730224024403.
00039.
50012125730223524353.
00042.
50013125730223524353.
00045.
50014125730223524353.
00048.
50015125730223524353.
00051.
50016125730223524353.
00054.
50017125730223024303.
00057.
50018125730223024303.
00060.
50019125730223024303.
00063.
50020125730223024303.
00066.
50021124730223024303.
00069.
50022123130283024303.
00072.
50023121730273024303.
00075.
50024113530193023303.
00078.
5002516130293016303.
00081.
50026122304300303.
00084.
5002718304300303.
00087.500**********************************************************风荷载信息**********************************************************层号塔号风荷载X剪力X倾覆弯矩X风荷载Y剪力Y倾覆弯矩Y
27122.
6822.
768.
023.
4823.
570.
426123.
1545.
8205.
523.
7747.
3212.
225154.
0299.
9505.
197.
35144.
6646.
024157.
78157.
6978.
095.
30239.
91365.
723156.
51214.
11620.
493.
25333.
22365.
122173.
18287.
32482.
491.
18424.
33638.
121171.
36358.
73558.4__.
11513.
45178.
520169.
66428.
34843.
487.
03600.
56979.
919167.
95496.
36332.
384.
92685.
49036.
018166.
22562.
58019.
882.
78768.
211340.
517164.
46627.
09900.
780.
61848.
813886.
916162.676__.
611969.
678.
40927.
216668.
415160.
84750.
514221.
176.
141003.
319678.
414158.
97809.
516649.
473.
821077.
122909.
813157.
04866.
519248.
971.43___
8.
626355.
512155.
04921.
522013.
568.
961217.
530008.
111152.
97974.
524937.
066.
381283.
933859.
810150.
801025.
328012.
963.
691347.
637902.
69148.
521073.
831234.
460.
861408.
542128.
08146.
001119.
834593.
857.
841466.
346526.
97143.
401163.
238083.
554.
601520.9510__.
66140.
571203.
841694.
851.
071572.
055805.
551109.
811313.
647212.
068.
321640.
362694.
74199.
881413.55___
8.
662.
561702.
869846.
73195.
761509.
259487.
459.
931762.
877250.
4210.
001509.
267033.
60.
001762.
886064.
3110.
001509.
272919.
60.
001762.
892939.1===========================================================================各楼层等效尺寸单位:mm**2===========================================================================层号塔号__形心X形心Y等效宽B等效高H最大宽B__X最小宽BMIN
111287.
5334.
6223.
8432.
8544.
1546.
3029.
74211272.
7634.
4423.
8732.
5244.
3946.
4629.4931__
1.
8532.
6526.
5133.
5937.
3342.
1927.
24411100.
7333.
8422.
5333.
3744.
3148.
1627.
53511022.
0434.
9022.
1930.
2743.
4545.
9926.
2661559.
7336.
9324.
0930.
3821.
5930.
9920.
7171559.
7336.
9324.
0930.
3821.
5930.
9920.
7181559.
7336.
9324.
0930.
3821.
5930.
9920.
7191565.
9037.
0024.
0830.
5521.
6131.
1520.
74101565.
9037.
0024.
0830.
5521.
6131.
1520.
74111565.
9037.
0024.
0830.
5521.
6131.
1520.
74121565.
9037.
0024.
0830.
5521.
6131.
1520.
74131565.
9037.
0024.
0830.
5521.
6131.
1520.
74141565.
9037.
0024.
0830.
5521.
6131.
1520.
74151577.
0637.
1824.
0330.
7121.
5131.
3320.
59161577.
0637.
1824.
0330.
7121.
5131.
3320.
59171577.
0637.
1824.
0330.
7121.
5131.
3320.
59181577.
0637.
1824.
0330.
7121.
5131.
3320.
59191577.
0637.
1824.
0330.
7121.
5131.
3320.
59201577.
0637.
1824.
0330.
7121.
5131.
3320.
59211566.
7836.
9924.
0930.
5721.
6131.
1620.
76221533.
6636.
2324.
8129.
7319.
6829.
7619.
63231483.
7736.
6725.
6229.
2917.
9129.
3417.
82241456.
4637.
4325.
9327.
9317.
9128.
2617.
38251224.
2738.
7227.
9126.
3114.
4827.
1512.
8426154.
3847.
7220.
657.
477.
217.
477.
2127152.
0147.
7320.
657.
337.
107.
337.10===========================================================================各楼层的单位__质量分布单位:kg/m**2===========================================================================层号塔号单位__质量g[i]质量比__xg[i]/g[i-1]g[i]/g[i+1]
111384.
921.
00211671.
941.
21311737.
181.
12411548.
370.
90511726.
231.
11611721.
261.
00711721.
261.
00811721.
261.
07911613.
901.
001011613.
901.
001111613.
901.
001211613.
901.
001311613.
901.
001411613.
901.
041511557.
491.
001611557.
491.
001711557.
491.
001811557.
491.
001911557.
491.
002011557.
491.0021115__.
681.
022211579.
910.
992311608.
941.
022411612.
551.
002511937.
121.
202612020.
531.
482711363.
941.00===========================================================================计算信息===========================================================================ProjectFileName:23计算日期:
2007.
3.6开始时间:11:10:54可用内存:___.00MB第一步:计算每层刚度中心、自由度等信息开始时间:11:10:54第二步:组装刚度矩阵并分解开始时间:11:11:9Calculateblockinfor__tion刚度块总数:1自由度总数:1___0大约需要
29.6MB硬盘空间刚度组装从1行到1___0行第三步:地震作用分析开始时间:11:11:20方法2总刚模型第四步:计算位移开始时间:11:11:41形成地震荷载向量形成风荷载向量形成垂直荷载向量CalculateDispla__mentLDLT回代从1列到192列写出位移文件第五步:计算杆件内力开始时间:11:12:27活载随机加载计算计算杆件内力结束日期:
2007.
3.6时间:11:16:14总用时:0:5:20===========================================================================各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo:塔号Xstif,Ystif:刚心的X,Y坐标值Alf:层刚性主轴的方向X__ss,Y__ss:质心的X,Y坐标值G__ss:总质量Eex,Eey:X,Y方向的偏心率Ratx,Raty:X,Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值Ratx1,Raty1:X,Y方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值或上三层平均侧移刚度80%的比值中之较小者RJX,RJY,RJZ:结构总体坐标系中塔的侧移刚度和扭转刚度===========================================================================FloorNo.1TowerNo.1Xstif=
37.4591mYstif=
22.9835mAlf=
0.0000DegreeX__ss=
35.9499mY__ss=
22.3279mG__ss=
2012.2258tEex=
0.1264Eey=
0.0614Ratx=
1.0000Raty=
1.0000Ratx1=
7.0264Raty1=
7.3071薄弱层地震剪力放大系数=
1.00RJX=
1.9058E+08kN/mRJY=
2.1267E+08kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=
35.7602mYstif=
23.0481mAlf=
0.0000DegreeX__ss=
35.6567mY__ss=
22.7355mG__ss=2___.1040tEex=
0.0090Eey=
0.0295Ratx=
0.2033Raty=
0.1955Ratx1=
14.3180Raty1=
13.7259薄弱层地震剪力放大系数=
1.00RJX=
3.8748E+07kN/mRJY=
4.1578E+07kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=
36.2493mYstif=
22.8411mAlf=
0.0000DegreeX__ss=
34.3161mY__ss=
24.5172mG__ss=
1762.4060tEex=
0.1676Eey=
0.1545Ratx=
0.0998Raty=
0.1041Ratx1=
1.9234Raty1=
1.9006薄弱层地震剪力放大系数=
1.00RJX=
3.8661E+06kN/mRJY=
4.3274E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=
36.2487mYstif=
22.8707mAlf=
0.0000DegreeX__ss=
34.5429mY__ss=
22.6878mG__ss=
1962.9360tEex=
0.1485Eey=
0.0169Ratx=
0.7277Raty=
0.7228Ratx1=
1.5375Raty1=
1.4767薄弱层地震剪力放大系数=
1.00RJX=
2.8132E+06kN/mRJY=
3.1278E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=
38.0560mYstif=
22.5328mAlf=-
17.7032DegreeX__ss=
35.1__2mY__ss=
22.8584mG__ss=
1867.6804tEex=
0.2556Eey=
0.0290Ratx=
0.8028Raty=
0.8029Ratx1=
1.2940Raty1=
1.2234薄弱层地震剪力放大系数=
1.00RJX=
2.2584E+06kN/mRJY=
2.5112E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=
39.0021mYstif=
23.9936mAlf=
0.0000DegreeX__ss=
37.7170mY__ss=
23.8139mG__ss=
1025.5463tEex=
0.1227Eey=
0.0175Ratx=
1.0920Raty=
1.1545Ratx1=
1.5828Raty1=
1.6007薄弱层地震剪力放大系数=
1.00RJX=
2.4661E+06kN/mRJY=
2.__92E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=
38.9972mYstif=
23.9936mAlf=
0.0000DegreeX__ss=
37.7170mY__ss=
23.8139mG__ss=
1025.5463tEex=
0.1222Eey=
0.0175Ratx=
0.8666Raty=
0.8736Ratx1=
1.4974Raty1=
1.5662薄弱层地震剪力放大系数=
1.00RJX=
2.1370E+06kN/mRJY=
2.5326E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.8TowerNo.1Xstif=
38.9972mYstif=
23.9936mAlf=
0.0000DegreeX__ss=
37.7170mY__ss=
23.8139mG__ss=
1025.5463tEex=
0.1222Eey=
0.0175Ratx=
0.9086Raty=
0.__46Ratx1=
1.4640Raty1=
1.5580薄弱层地震剪力放大系数=
1.00RJX=
1.9417E+06kN/mRJY=
2.2656E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9084Raty=
0.8799Ratx1=
1.4063Raty1=
1.4984薄弱层地震剪力放大系数=
1.00RJX=
1.7639E+06kN/mRJY=
1.9936E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9333Raty=
0.9052Ratx1=
1.3736Raty1=
1.4656薄弱层地震剪力放大系数=
1.00RJX=
1.6462E+06kN/mRJY=
1.8046E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9498Raty=
0.9171Ratx1=
1.3577Raty1=
1.4358薄弱层地震剪力放大系数=
1.00RJX=
1.5636E+06kN/mRJY=
1.6550E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9553Raty=
0.9241Ratx1=
1.3474Raty1=
1.4029薄弱层地震剪力放大系数=
1.00RJX=
1.4937E+06kN/mRJY=
1.5295E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9619Raty=
0.9369Ratx1=
1.3417Raty1=
1.3743薄弱层地震剪力放大系数=
1.00RJX=
1.4369E+06kN/mRJY=
1.4330E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=
39.5648mYstif=
24.0172mAlf=
0.0000DegreeX__ss=
37.7182mY__ss=
23.8334mG__ss=
975.7372tEex=
0.1__3Eey=
0.0185Ratx=
0.9660Raty=
0.9491Ratx1=
1.3401Raty1=
1.3556薄弱层地震剪力放大系数=
1.00RJX=
1.3880E+06kN/mRJY=
1.3601E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.15TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9599Raty=
0.9523Ratx1=
1.3226Raty1=
1.3336薄弱层地震剪力放大系数=
1.00RJX=
1.3324E+06kN/mRJY=
1.2952E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9722Raty=
0.9687Ratx1=
1.3205Raty1=
1.3366薄弱层地震剪力放大系数=
1.00RJX=
1.2954E+06kN/mRJY=
1.2547E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9699Raty=
0.9664Ratx1=
1.3151Raty1=
1.3431薄弱层地震剪力放大系数=
1.00RJX=
1.2564E+06kN/mRJY=
1.2124E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9759Raty=
0.9692Ratx1=
1.3305Raty1=
1.3714薄弱层地震剪力放大系数=
1.00RJX=
1.2261E+06kN/mRJY=
1.1751E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9756Raty=
0.9639Ratx1=
1.3716Raty1=
1.4321薄弱层地震剪力放大系数=
1.00RJX=
1.1962E+06kN/mRJY=
1.1327E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=
39.8291mYstif=
24.1333mAlf=
0.0000DegreeX__ss=
37.7587mY__ss=
23.8532mG__ss=
961.5201tEex=
0.2221Eey=
0.0294Ratx=
0.9699Raty=
0.9513Ratx1=
1.4560Raty1=
1.5343薄弱层地震剪力放大系数=
1.00RJX=
1.1601E+06kN/mRJY=
1.0775E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.21TowerNo.1Xstif=
39.9030mYstif=
24.2030mAlf=
0.0000DegreeX__ss=
37.8301mY__ss=
23.8100mG__ss=
963.28__tEex=
0.2227Eey=
0.0413Ratx=
0.9476Raty=
0.9311Ratx1=
1.5535Raty1=
1.6192薄弱层地震剪力放大系数=
1.00RJX=
1.0994E+06kN/mRJY=
1.0032E+06kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.22TowerNo.1Xstif=
39.79__mYstif=
24.3__0mAlf=
0.0000DegreeX__ss=
37.0928mY__ss=
24.6660mG__ss=
900.2__6tEex=
0.2955Eey=
0.0296Ratx=
0.9196Raty=
0.8822Ratx1=
1.6454Raty1=
1.7241薄弱层地震剪力放大系数=
1.00RJX=
1.0109E+06kN/mRJY=
8.8511E+05kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.23TowerNo.1Xstif=
39.9038mYstif=
24.4420mAlf=
0.0000DegreeX__ss=
37.6923mY__ss=
25.3030mG__ss=
830.5447tEex=
0.2442Eey=
0.0929Ratx=
0.8682Raty=
0.8286Ratx1=
1.8473Raty1=
1.9106薄弱层地震剪力放大系数=
1.00RJX=
8.7773E+05kN/mRJY=
7.3339E+05kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.24TowerNo.1Xstif=
39.9156mYstif=
24.4787mAlf=
0.0000DegreeX__ss=
38.4438mY__ss=
25.5313mG__ss=
784.2306tEex=
0.1644Eey=
0.1137Ratx=
0.7733Raty=
0.7477Ratx1=
2.4085Raty1=
2.4522薄弱层地震剪力放大系数=
1.00RJX=
6.7876E+05kN/mRJY=
5.4837E+05kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.25TowerNo.1Xstif=
39.1211mYstif=
24.7498mAlf=
0.0000DegreeX__ss=
40.7017mY__ss=
26.1818mG__ss=
464.4286tEex=
0.1691Eey=
0.1638Ratx=
0.5931Raty=
0.5826Ratx1=
5.3631Raty1=
4.1638薄弱层地震剪力放大系数=
1.00RJX=
4.0259E+05kN/mRJY=
3.1947E+05kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.26TowerNo.1Xstif=
47.5702mYstif=
20.2537mAlf=
0.0000DegreeX__ss=
47.7151mY__ss=
20.4963mG__ss=
115.5026tEex=
0.0278Eey=
0.0479Ratx=
0.2664Raty=
0.3431Ratx1=
2.2174Raty1=
2.2023薄弱层地震剪力放大系数=
1.00RJX=
1.0724E+05kN/mRJY=
1.0961E+05kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------FloorNo.27TowerNo.1Xstif=
47.5702mYstif=
20.2537mAlf=
0.0000DegreeX__ss=
47.7___mY__ss=
20.6396mG__ss=
72.3282tEex=
0.0270Eey=
0.0763Ratx=
0.5637Raty=
0.5676Ratx1=
1.2500Raty1=
1.2500薄弱层地震剪力放大系数=
1.00RJX=
6.0452E+04kN/mRJY=
6.2213E+04kN/mRJZ=
0.0000E+00kN/m---------------------------------------------------------------------------============================================================================抗倾覆验算结果============================================================================抗倾覆弯矩Mr倾覆弯矩Mov比值Mr/Mov零应力区%X风荷载
4356749.
592516.
447.
090.00Y风荷载
7239110.
5108058.
466.
990.00X地震
4356749.
5227673.
319.
140.00Y地震
7239110.52___
03.
630.
340.00============================================================================结构整体稳定验算结果============================================================================X向刚重比EJd/GH**2=
5.36Y向刚重比EJd/GH**2=
5.88该结构刚重比EJd/GH**2大于
1.4能够通过高规
5.
4.4的整体稳定验算该结构刚重比EJd/GH**2大于
2.7可以不考虑重力二阶效应***********************************************************************楼层抗剪承载力、及承载力比值***********************************************************************Ratio_Bu:表示本层与上一层的承载力之比----------------------------------------------------------------------层号塔号X向承载力Y向承载力Ratio_Bu:XY----------------------------------------------------------------------
2710.8431E+
030.8734E+
031.
001.
002610.1198E+
040.1342E+
041.
421.
542510.6656E+
040.7270E+
045.
565.
422410.8__5E+
040.9248E+
041.
341.
272310.9715E+
040.9919E+
041.
091.
072210.1088E+
050.1113E+
051.
121.
122110.1203E+
050.1249E+
051.
111.
122010.1324E+
050.1339E+
051.
101.
071910.1385E+
050.1404E+
051.
051.
051810.1450E+
050.1476E+
051.
051.
051710.1507E+
050.1531E+
051.
041.
041610.1664E+
050.1700E+
051.
101.
111510.1730E+
050.1753E+
051.
041.
031410.2118E+
050.2148E+
051.
221.
221310.2180E+
050.2207E+
051.
031.
031210.2230E+
050.2257E+
051.
021.
021110.2417E+
050.2466E+
051.
081.
091010.2469E+
050.2514E+
051.
021.
02910.2502E+
050.2551E+
051.
011.
01810.2990E+
050.3197E+
051.
191.
25710.3069E+
050.3256E+
051.
031.
02610.___2E+
050.3301E+
051.
021.
01510.2820E+
050.3039E+
050.
900.
92410.3174E+
050.3304E+
051.
131.
09310.3164E+
050.3380E+
051.
001.
02210.2961E+
050.3180E+
050.
940.
94110.3655E+
050.3900E+
051.
231.23======================================================================周期、地震力与振型输出文件总刚分析方法======================================================================考虑扭转耦联时的振动周期秒、XY方向的平动系数、扭转系数振型号周期转角平动系数X+Y扭转系数
12.
255147.
100.
990.46+
0.
530.
0122.
0998138.
620.
900.51+
0.
390.
1031.
9822118.
040.
140.04+
0.
100.
8640.
635615.
130.
980.91+
0.
070.
0250.
6127122.
010.
140.05+
0.
090.
8660.
5451102.
540.
930.05+
0.__
0.
0770.
34465.
010.
950.93+
0.
010.
0580.
336954.
810.
180.07+
0.
110.
8290.
272497.
530.
950.02+
0.
940.
05100.
25510.
550.
970.97+
0.
000.
03110.
224395.
560.
620.01+
0.
620.
38120.
21189.
110.
800.63+
0.
170.
20130.
20395.
970.
450.29+
0.
160.
55140.
1925144.
590.
140.08+
0.
060.
86150.
15438.
420.
940.91+
0.
020.
06160.
152695.
410.
880.02+
0.
860.
12170.
1416120.
960.
190.06+
0.
120.
81180.
11748.
380.
910.__+
0.
020.
09190.
1100107.
660.
390.09+
0.
300.
61200.
107394.
410.
710.02+
0.
690.
29210.
094617.
030.
500.42+
0.
080.
50220.
0908174.
310.
630.58+
0.
050.
37230.
082892.
940.
880.01+
0.
870.
12240.
079222.
060.
350.24+
0.
110.
65250.
0768179.
180.
820.79+
0.
030.
18260.
070815.
090.
910.78+
0.
140.
09270.
0698104.
070.__
0.18+
0.
720.11地震作用最大的方向=
36.043度============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2719.
4610.31-
1.
9426114.
0015.23-
2.
0925156.
1561.18-
52.
7224191.
29101.14-
104.
4223192.
86102.69-
110.
9222196.
03106.33-
125.
1021197.
33106.84-
140.
6020192.
57100.60-
133.
2819187.
7894.44-
126.
8818182.
7588.18-
119.
7917177.
5081.85-
112.
0916172.
0775.45-
103.
8515166.
5069.05-
95.
2514161.
7663.67-
88.
2813155.
9257.23-
79.
3712150.
0250.87-
70.
2611144.
1144.63-
61.
1210138.
2538.56-
52.
139132.
5032.70-
43.
388128.
4228.60-
37.
487122.
9123.17-
30.
026117.
7418.08-
22.
855123.
8125.29-
61.
954113.
6614.58-
32.
87315.
515.79-
11.
64210.
520.
570.8511-
0.13-
0.
140.14振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
27112.74-
6.
209.
1526119.19-
9.
139.
8825158.12-
52.
67242.
7024198.20-
94.
96471.
11231101.32-
99.
08491.
55221108.56-
104.
78545.
04211115.22-
102.
75603.
56201109.54-
97.
05566.
46191104.04-
91.
15534.
6918198.24-
85.
13501.
3317192.15-
79.
02466.
5216185.80-
72.
83430.
4015179.26-
66.
62393.
4214173.75-
61.
48363.
7513166.81-
55.
22325.
3912159.78-
49.
02286.
8211152.71-
42.
94248.
5310145.68-
37.
03211.
089138.76-
31.
33174.
818133.86-
27.
34149.
707127.23-
22.
11117.
246121.02-
17.
2287.
195129.21-
25.
60231.
494116.96-
14.
99128.
80316.50-
6.
0046.
55210.68-
0.
571.7611-
0.
160.13-
0.71振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
0.53-
4.44-
6.71261-
0.91-
6.63-
7.
262517.52-
11.48-
179.
3824110.36-
11.42-
349.
392319.94-
9.03-
365.
402218.31-
7.22-
406.
052115.65-
9.76-
450.
692015.60-
8.91-
424.
561915.38-
8.33-
402.
411815.14-
7.77-
379.
241714.88-
7.21-
355.
091614.59-
6.66-
330.
041514.29-
6.11-
304.
351414.00-
5.59-
284.
411313.68-
5.06-
257.
461213.35-
4.55-
230.
221113.00-
4.05-
202.
981012.66-
3.57-
176.
06912.31-
3.11-
149.
66812.05-
2.80-
132.
33711.71-
2.34-10____
611.38-
1.91-
83.
63511.12-
0.57-
235.
57410.57-
0.02-
135.
76310.
620.01-
52.
57210.03-
0.07-
5.
09110.
000.
010.93振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
37.97-
6.
738.35261-
49.49-
8.
348.45251-
167.28-
39.
59196.46241-
244.60-
63.
83350.48231-
216.43-
56.
96323.66221-
183.84-
48.
37301.28211-
139.11-
33.
61256.07201-
81.34-
17.
42153.88191-
22.95-
1.
4152.
8118134.
5513.92-
46.50171__.
1228.17-
140.__
161138.
7440.90-
227.
10151181.
5251.73-
301.
67141219.
8361.56-
371.
62131245.
7567.98-
417.
97121261.
7371.__-
449.
55111267.
3573.20-
465.
00101262.
8471.99-
464.
3791248.
8368.39-
448.
2281238.
9366.15-
444.
6671208.
6858.62-
401.
3461173.
3449.63-
348.
0951246.
5983.19-10__.
3841151.
9153.49-
685.
683166.
3123.02-
290.
27216.
992.18-
24.6811-
1.13-
0.
433.44振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
5.50-
5.98-
16.15261-
7.70-
8.04-
16.45251-
2.
542.03-
365.20241-
7.
3916.36-
635.22231-
7.
6018.66-
577.01221-
9.
2619.09-
530.61211-
10.
1912.88-
451.81201-
6.
328.75-
281.64191-
2.
624.37-
116.
171811.
000.
0645.
371714.43-
4.
04198.
301617.56-
7.
77337.
9815110.25-
11.
01459.
4314112.74-
14.
08573.
3613114.38-
16.
10650.
9112115.39-
17.
44703.
5011115.73-
18.
04729.
2910115.42-
17.
92728.
579114.51-
17.
11702.
558113.90-
16.
57695.
917111.96-
14.
72626.
34619.73-
12.
50540.
145119.58-
33.
821675.
724112.63-
23.
471051.
58312.19-
10.
33434.
78210.54-
0.
5943.0611-
0.
100.13-
5.97振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
1.
3312.
753.77261-
1.
6716.
213.78251-
10.
0342.
2478.56241-
14.
2557.
12127.91231-
12.
5447.
61105.49221-
10.
3337.
9182.87211-
7.
6226.
7551.96201-
4.
5912.
5810.72191-
1.44-
1.10-
28.
181811.70-
14.07-
64.
271714.72-
25.97-
97.
031617.48-
36.51-
125.
901519.87-
45.37-
150.
3614111.99-
53.22-
174.
2213113.45-
58.35-1__.
5012114.34-
61.41-
199.
3711114.64-
62.34-
203.
7010114.36-
61.23-
202.
589113.54-
58.21-
196.
228112.90-
56.45-
196.
697111.18-
50.24-
178.
53619.20-
42.84-
155.
735111.50-
59.00-
493.
07416.97-
35.91-
322.
85314.14-
15.35-
140.
71210.42-
2.08-
22.9111-
0.
030.
271.68振型7的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
27172.
6217.
2218.
6326177.
8618.
4117.
57251127.
7711.
65315.
96241160.
802.
20463.
54231104.73-
4.
96325.
6822139.62-
10.
26171.38211-
36.71-
13.70-
21.95201-
108.33-
16.24-
212.59191-
165.73-
17.53-
371.67181-
203.83-
17.34-
488.75171-
219.21-
15.66-
556.12161-
210.66-
12.62-
569.76151-
180.03-
8.50-
531.47141-
132.86-
3.58-
455.34131-
69.
601.68-
328.
091210.
986.88-
171.
8011171.
6411.
510.
12101135.
0615.
20171.
5691185.
5417.
64329.
4381230.
0419.
65487.
8071242.
3119.
27577.
9261233.
6217.
39622.5751___.
565.
232313.
5241261.71-
1.
021636.
6631111.59-
1.
38718.
442113.
400.
7181.3711-
1.85-
0.15-
8.94振型8的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
0.46-
8.20-
18.42261-
0.98-
8.__-
16.
1425113.
793.51-
275.
7324115.
5115.08-
430.
0123110.
1815.10-
323.
522213.
5812.49-
199.61211-
2.
526.76-
30.85201-
7.
151.
31154.98191-
11.01-
3.
69315.92181-
13.66-
7.
88440.56171-
14.83-
10.
92519.75161-
14.38-
12.
57547.94151-
12.41-
12.
77525.06141-
9.23-
11.
90464.50131-
5.02-
9.
50352.45121-
0.28-
6.
17209.
931114.49-
2.
2749.
451018.
781.76-
113.
439112.
205.53-
265.
848115.
129.07-
417.
657115.
9411.06-
509.
106115.
4112.05-
559.
425117.
7841.27-
2115.
354111.
5433.47-
1549.
463110.
4416.28-
709.
32210.
690.98-
79.5311-
0.06-
0.19____振型9的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2712.02-
11.39-
1.
502611.78-
10.17-
0.
992510.99-
8.
684.
592410.79-
9.
5027.
952310.02-
4.
7744.39221-
0.
530.
4463.14211-
0.
806.
6779.18201-
1.
4211.
4575.56191-
1.
8315.
0166.03181-
2.
0417.
0451.00171-
2.
0217.
3732.53161-
1.
7816.
0012.79151-
1.
3713.13-
5.87141-
0.
849.15-
22.51131-
0.
214.11-
35.
301210.44-
1.39-
43.
831111.04-
6.85-
47.
791011.53-
11.75-
47.
56911.88-
15.72-
43.
92812.17-
19.40-
40.
44712.16-
20.55-
33.
18611.99-
20.18-
24.
74512.90-
32.97-
63.
81411.92-
22.77-
38.
60311.07-
10.59-
17.
41210.15-
1.45-
7.
30110.
000.13-
0.05振型10的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-__.95-
2.
6315.46261-
73.34-
2.
168.35251-
5.45-
2.
2726.
8724124.16-
2.
53116.
7923151.03-
1.
08171.__
22174.41-
0.
08236.
6721187.
303.
42287.
9120178.
374.
58262.
5119156.
715.
17209.
2818125.
565.
08130.87171-
9.
934.
4037.19161-
43.
863.31-
59.87151-
70.
511.98-
146.75141-
87.
480.67-
219.15131-__.43-
0.65-
258.77121-
77.61-
1.74-
266.67111-
53.81-
2.60-
241.55101-
22.04-
3.20-
187.
969112.80-
3.63-
113.
048147.52-
4.14-
29.
877173.35-
4.
1554.
586188.16-
4.
15128.
2951166.64-
13.
57666.
9041124.23-
11.
28546.
003156.77-
5.
72254.
95217.13-
0.
4828.1211-
0.81-
0.01-
3.08振型11的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
0.
888.
169.72261-
0.
445.
716.14251-
0.27-
7.
8825.
732410.55-
12.
6117.
982311.07-
10.34-
12.
242211.26-
7.01-
47.
632110.81-
3.30-
84.
002010.
571.15-
97.
271910.
215.01-
94.92181-
0.
227.92-
76.08171-
0.
649.62-
43.36161-
1.
009.99-
1.68151-
1.
239.
1141.68141-
1.
297.
2782.71131-
1.
164.
57111.04121-
0.
841.
45124.46111-
0.40-
1.
70120.
221010.12-
4.
4998.
84910.64-
6.
6663.
17811.14-
8.
4719.
96711.44-
9.05-2____
611.57-
8.77-
70.
18511.49-
10.71-
379.
22411.00-
5.68-
347.
49311.86-
2.23-
179.
28210.10-
0.61-
25.
34110.
010.
031.21振型12的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
27133.30-
28.
2471.
7426120.87-
17.
4145.79251-
67.
089.
14322.67241-
88.
648.
62478.81231-
58.
4312.
26290.98221-
18.
6619.
2752.
8721125.
1324.38-
244.
8820162.
4524.28-
481.
0619185.
0919.66-
622.
0018188.
7410.90-
646.
0517172.91-
0.90-
553.__
16141.32-
13.91-
365.
511511.42-
25.76-
121.65141-
39.19-
35.
15142.27131-
71.01-
39.
03374.23121-
88.16-
37.
12543.03111-
87.06-
29.
25620.84101-
68.35-
16.
50598.5091-
36.17-
0.
57483.
95812.
6416.
82321.
427141.
2230.
99105.
456170.
8841.23-
113.
0551151.
8493.72-
1090.
4841124.
6281.50-
1231.
093166.
9242.63-
691.
44217.
834.77-
76.4111-
0.79-
0.
504.70振型13的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
27119.
4624.20-
214.
392618.
4613.97-
121.92251-
22.73-
11.85-
273.73241-
37.14-
12.74-
433.21231-
29.17-
12.72-
308.40221-
16.40-
14.28-
152.
652113.13-
15.
2253.
0120122.78-
12.
23244.
7219136.61-
7.
30378.
3118141.75-
1.
01434.
3517137.
165.
83406.
9116123.
9512.
27304.
281515.
4117.
24150.98141-
14.
7020.46-
27.64131-
31.
6020.64-
198.01121-
41.
8318.05-
333.37111-
43.
0912.87-
410.15101-
35.
235.77-
417.2191-
20.05-
2.44-
356.4481-
1.02-
11.15-
257.
737118.73-
17.78-
112.
406134.29-
22.
4640.
845178.98-
50.
50630.
184165.71-
43.
28704.
233130.04-
22.
56380.
48214.21-
2.
6440.5411-
0.
400.18-
3.53振型14的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2715.
084.
97127.
062613.
282.
2465.95251-
3.03-
2.80-
148.06241-
7.
200.32-
268.56231-
7.
220.52-
225.58221-
6.41-
0.65-
160.53211-
3.14-
3.59-
53.
122012.12-
4.
9176.
631916.64-
5.
32182.
811819.43-
4.
59247.
801719.85-
2.
77260.
771617.82-
0.
11220.
741513.
912.
85138.91141-
0.
985.
7231.32131-
5.
707.72-
81.84121-
9.
138.56-
179.56111-
10.
457.94-
243.23101-
9.
385.91-
261.6891-
6.
192.72-
233.2581-
1.79-
1.16-
175.
86713.23-
4.76-
82.
42617.42-
7.
7819.
745119.10-
21.
36402.
244116.43-
20.
72485.
90316.29-
11.
39273.
78211.07-
1.
2032.7111-
0.
100.10-
2.07振型15的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
16.81-
1.
743.32261-
1.30-
0.43-
0.
9025179.
6012.96-
88.
6724184.
2917.02-
66.
7423123.
386.
1662.34221-
43.00-
7.
46208.75211-
96.67-
16.
67328.55201-
112.94-
20.
96317.97191-__.39-
18.
39214.73181-
34.53-
10.
3045.
6317132.
660.61-
140.
5516188.
9810.87-2__.
49151115.
3117.36-
356.__
141105.
3918.91-
333.
7013159.
5614.65-
212.__121-
5.
306.57-
35.17111-
68.13-
2.
77152.38101-
108.45-
10.
44297.9991-___.13-
14.
39366.1881-
88.24-
14.
44361.3271-
29.56-
9.
90248.
356136.65-
3.
2382.
0551157.
099.22-
347.
7741169.
1824.67-
919.
163199.
7217.77-
658.
432113.
101.41-
93.3011-
1.00-
0.
271.99振型16的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
0.
020.12-
0.
032610.
000.01-
0.
012510.09-
0.49-
0.
162410.11-
0.59-
0.
432310.05-
0.31-
0.42221-
0.
030.02-
0.38211-
0.
110.36-
0.17201-
0.
140.
600.24191-
0.
130.
700.79181-
0.
080.
651.37171-
0.
010.
461.
801610.
060.
181.
901510.10-
0.
141.
561410.12-
0.
430.
781310.10-
0.64-
0.
381210.05-
0.72-
1.
631110.00-
0.66-
2.70101-
0.05-
0.49-
3.2991-
0.07-
0.22-
3.2181-
0.
080.07-
2.5671-
0.
050.34-
1.0661-
0.
020.
550.
72510.
051.
128.
70410.
070.
8811.0531-
0.
010.
456.
60210.
000.
081.
23110.
000.00-
0.01振型17的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
2.28-
3.21-
10.
862610.
340.25-
1.
652512.
203.
25173.
842414.98-
0.
67243.
752313.80-
0.
40113.
322211.
082.04-
52.45211-
4.
153.05-
233.06201-
6.
923.03-
315.21191-
6.
991.22-
296.60181-
4.34-
1.73-
183.
041710.02-
4.82-
11.
361614.43-
6.
88164.
441517.22-
6.
95287.
871417.58-
4.
91333.
331315.05-
0.
79275.
021210.
724.
15140.00111-
3.
918.52-
32.93101-
7.
1710.91-
191.0491-
7.
9910.51-
291.6281-
6.
467.57-
326.2571-
2.
342.27-
255.
34612.44-
3.78-
121.
875111.25-
17.
58115.
564112.58-
26.
31565.
50313.97-
17.
09410.
13210.98-
1.
9554.8411-
0.
070.12-
2.29振型18的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2718.
690.08-
2.68261-
4.
670.
122.10251-
60.13-
7.
95105.16241-
46.86-
9.
9486.
3423114.
770.15-
66.
7822167.
9311.41-
217.
3221187.
2315.06-2__.
9420157.
9812.05-
194.24191-
1.
003.32-
9.85181-
60.20-
6.
71183.03171-__.95-
13.
40299.20161-
75.33-
13.
80287.49151-
24.61-
8.
16156.
7514138.
080.73-
38.
7213181.
638.64-
213.
4112186.
0912.19-
299.
9111149.
229.97-
263.56101-
10.
643.34-
123.6491-
65.52-
4.
5362.0481-
94.17-
10.
45229.0671-
75.05-
10.842__.3461-
23.06-
6.
94245.
195164.50-
4.
80410.304112____
23.86-
756.
283192.
1923.00-
801.
932113.
212.23-
124.5911-
0.68-
0.
271.56振型19的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2711.11-
0.
222.53261-
0.
860.08-
0.53251-
3.
456.42-
67.05241-
3.
728.52-
83.41231-
0.
222.00-
16.
822213.69-
6.
1862.
432116.71-
11.
64123.
662015.27-
12.
31106.
841911.17-
8.
1234.49181-
3.49-
0.87-
60.00171-
6.
306.62-
130.43161-
5.
8711.51-
141.16151-
2.
5712.11-
86.
061411.
858.
6512.
021315.
112.
41107.
821215.68-
4.
19159.
691113.35-
8.
81142.15101-
0.53-
10.
0361.6191-
3.98-
7.82-
49.4181-
5.58-
3.57-
150.8871-
4.
091.21-
181.8761-
0.
695.18-
143.
47514.
1214.55-
180.
19418.
002.
77475.
38311.50-
2.
47459.
10210.
710.
4278.4211-
0.
060.04-
0.95振型20的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2710.
592.
061.96261-
0.48-
1.46-
0.69251-
0.20-
8.88-
60.71241-
0.70-
7.54-
71.01231-
0.44-
1.14-
5.
792210.
345.
0469.
582111.
6910.
91131.
612011.
2512.
28121.59191-
0.
029.
8262.60181-
1.
434.07-
21.13171-
2.09-
3.28-
94.22161-
1.55-
9.98-
127.24151-
0.04-
13.77-
109.
751411.69-
13.69-
53.
541312.70-
9.
1218.
691212.38-
1.
5477.
541110.
826.
80101.49101-
1.
2613.
1685.3591-
2.
8615.
5640.1381-
3.
3513.78-
13.5871-
2.
156.99-
55.
70610.02-
1.94-
73.
19512.91-
16.61-
224.
41415.01-
27.
6536.
99312.57-
18.
9598.
93210.55-
3.
026.
70110.
000.07-
1.33振型21的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
2.
361.
125.
152612.56-
1.33-
3.
9425123.
787.17-
185.
8424110.
1110.87-
179.45231-
18.68-
1.
2767.93221-
33.66-
14.
98304.73211-
23.11-
16.
77382.
832013.60-
9.
30167.
3619128.
513.65-
152.
6418134.
6014.10-
388.
9617117.
5216.08-
400.09161-
11.
378.91-
179.58151-
32.52-
2.
41134.57141-
32.87-
11.
65376.17131-
11.31-
13.
18394.
2312117.75-
7.
19195.
3511135.
632.52-
111.
5610130.__
9.96-
352.
59916.
6611.19-
403.3981-
22.
796.29-
257.7171-
37.65-
1.
1520.8161-
29.69-
7.
35276.6051-
4.61-
27.
871310.
764149.
7315.41-
676.
973154.
6728.06-
1215.
00217.
842.64-
215.0911-
0.24-
0.
271.57振型22的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
6.56-
1.27-
4.
712618.
361.
521.
6125126.56-
3.
54144.
4024114.19-
7.
88170.13231-
18.74-
1.
565.51221-
39.
868.09-
190.61211-
34.__
11.88-
311.00201-
0.
619.38-
194.__
19133.
941.
0845.
2318144.95-
8.
22267.
9817124.90-
13.
09332.80161-
11.94-
10.
54193.48151-
39.55-
2.25-
61.55141-
40.
537.32-
288.29131-
13.
5412.35-
337.
8112122.
0910.46-
190.
9311142.
522.
6374.
1810134.47-
6.
43300.
12913.94-
11.
59357.9281-
29.84-
10.
52226.6271-
43.00-
4.01-
34.9661-
28.
614.35-
272.7551-
0.
6328.34-
1225.
794164.87-
7.
91719.
333145.51-
20.54___
6.
24219.18-
1.
53208.9111-
0.
350.12-
2.41振型23的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
0.13-
1.50-
0.
652610.
192.
150.67251-
0.
725.
4419.76241-
0.
223.
8711.
182310.61-
1.73-
19.
742210.78-
6.68-
45.
972110.16-
9.18-
52.70201-
0.15-
6.28-
22.55191-
0.28-
0.
1817.07181-
0.
196.
2545.46171-
0.
079.
8749.19161-
0.
088.
8228.66151-
0.
183.66-
2.51141-
0.21-
3.34-
28.59131-
0.01-
8.80-
38.
361210.34-
10.14-
31.
121110.60-
6.66-
12.
231010.53-
0.
118.
96910.
086.
5224.2981-
0.
5510.
6131.3571-
0.
949.
3325.1961-
0.
804.
059.2451-
0.43-
4.74-
33.
30411.51-
15.47-
82.
34312.24-
11.72-
67.
88210.35-
2.32-
21.
03110.01-
0.01-
0.99振型24的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
2710.60-
1.29-
4.81261-
0.
852.
135.37251-
11.18-
8.
26167.23241-
0.48-
10.
73136.
4123113.__
3.98-
116.
0122114.
5718.18-
313.82211-
0.
2016.16-
269.86201-
14.
013.
1251.64191-
16.30-
11.
61341.28181-
4.54-
17.
36372.
3017111.56-
10.
69113.
1416118.
182.41-
235.
821519.
6011.48-
397.53141-
7.
3511.36-
267.72131-
18.
513.
2262.58121-
14.76-
5.
94350.
161111.30-
9.
21385.
2610116.58-
4.
85144.
469118.
782.68-
196.
93816.
197.33-
418.7471-
12.
205.38-
336.7561-
21.11-
0.27-
48.1151-
22.04-
16.
66841.
094124.
943.
5910.
953137.
5517.14-
637.
92216.
252.06-
135.3511-
0.10-
0.14-
1.29振型25的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m
27115.
011.
553.39261-
26.18-
2.
651.35251-
23.
363.49-
93.
732412.
166.35-
74.
0023133.83-
0.
3569.
6822138.30-
8.
87211.
682118.47-
9.
08213.01201-
32.86-
2.
884.64191-
45.
415.60-
208.33181-
18.
539.91-
261.
5717124.
407.23-
118.
0616145.82-
0.
86127.
0315127.68-
8.
75296.45141-
14.11-
9.
23223.43131-
43.66-
1.97-
42.64121-
36.
265.90-
262.
621112.
199.04-
284.
1310138.
525.84-
105.
659142.25-
2.
05163.
718111.29-
8.__
339.7271-
29.__-
8.
51248.6261-
45.51-
2.31-
8.1151-
46.
7915.99-
803.
394166.
311.
18238.
333171.26-
8.
73623.
712114.26-
0.
1980.4211-
0.
290.02-
8.24振型26的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
15.36-
5.74-
1.
8726130.
2311.24-
2.43251-
10.92-
0.58-
17.98241-
16.24-
2.12-
113.14231-
1.95-
2.09-
125.
4722112.16-
3.22-
51.
5121115.62-
4.
0693.
102013.23-
1.
22148.29191-
11.
494.
4865.47181-
15.
058.70-
75.00171-
5.
035.93-
117.
541618.75-
2.35-
45.
9815113.92-
7.
759.
161417.04-
9.
7380.26131-
5.45-
5.
80106.12121-
12.
964.71-
1.33111-
9.
8412.97-
117.
871011.
3510.55-
92.
249112.
220.
6018.
478114.11-
9.
25104.
95712.32-
11.
9598.7061-
13.02-
7.
2717.__51-
31.
244.52-
254.
594117.
9112.
02101.
223135.
307.
60268.
03218.
161.
39209.6011-
0.
040.
0324.58振型27的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-tkNkNkN-m271-
4.
519.
664.
632618.76-
17.97-
8.
822511.88-
6.11-
62.12241-
5.
641.
5617.26231-
7.
199.
21135.03221-
0.
2013.
63154.
822117.
5611.__
30.
022016.33-
1.21-
110.57191-
1.09-
15.73-
135.74181-
6.84-
19.62-
84.66171-
5.43-
9.
987.
481611.
155.
62111.
111516.
2318.
54108.
361415.
4020.
4821.53131-
0.
547.69-
45.37121-
6.14-
10.56-
66.11111-
6.33-
21.73-
52.53101-
0.61-
18.82-
16.
79916.47-
4.
0919.
70818.
8313.
5337.
27712.
4021.
4733.1661-
7.
4216.
5117.8251-
19.
743.
7923.
80418.57-
30.57-
73.
903124.64-
22.__-
216.
41215.21-
5.
2643.
03110.03-
0.
0510.93各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力kN
11331.
2921555.
15396.7041__
8.
875122.
70698.
5771127.
03863.
48910.
0210349.
91115.
4712273.
6713137.
291430.
9515255.
46160.
011716.
0118156.
98196.
87205.
952162.
972266.
84232.
432436.
352578.
872633.
722721.79各层X方向的作用力CQCFloor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:静力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx分塔剪重比整层剪重比MxStaticFxkNkNkN-mkN注意:下面分塔输出的剪重比不适合于上连多塔结构
271125.
82125.
8217.74%
17.74%
377.
47821.
54261123.
73241.
5813.36%
13.36%
1094.
4141.
64251279.
56455.
797.41%
7.41%
2353.
15158.
78241385.
37811.
226.00%
6.00%
4639.
78259.
12231329.
471110.
325.21%
5.21%
7850.
94263.
54221306.
401355.
814.56%
4.56%
11783.
67274.
12211298.
831551.
724.01%
4.01%
16246.
85280.
82201292.
451695.
003.55%
3.55%
21055.
75268.
03191306.
071803.
793.18%
3.18%
26073.
21255.
94181319.681__
3.
492.88%
2.88%
31208.__
243.
85171331.
541974.
042.64%
2.64%
36411.
26231.
75161341.
692052.
872.45%
2.45%
41659.
07219.
66151343.
392133.
132.30%
2.30%
46953.
40207.
57141349.
182215.
052.18%
2.18%
52303.
73198.
64131354.
062298.
402.07%
2.07%
57729.
98186.
35121358.
482384.
361.99%
1.99%
63255.
70174.
07111364.
952474.
001.91%
1.91%6__
07.
06161.
78101376.
152571.
001.86%
1.86%
74714.
12149.
4991382.
112678.
401.82%
1.82%
80712.
86137.
2081401.
152803.
001.78%
1.78%
86939.
61131.
7871394.
992936.
691.76%
1.76%
93444.
62118.
8161380.
403073.
171.74%
1.74%
100274.
08105.
8551651.
363340.
381.72%
1.72%
110476.
34170.
1141539.
843567.
711.69%
1.69%
121583.
32132.
2231330.
733698.
251.63%
1.63%
133569.
3391.
022151.
113716.
181.50%
1.50%
148722.
9284.
93113.
403714.
081.40%
1.40%
161038.
4531.19抗震规范
5.
2.5条要求的X向楼层最小剪重比=
1.60%X方向的有效质量系数:
99.90%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
27110.
0710.97-
2.
0626114.
9016.20-
2.
2325159.
7665.12-
56.
1124197.
16107.65-
111.
1323198.
84109.29-
118.
05221102.
20113.17-
133.
15211103.
59113.71-
149.
6420198.
52107.07-
141.
8519193.
42100.51-
135.
0318188.
0793.85-
127.
4917182.
4987.11-
119.
3016176.
7180.30-
110.
5315170.
7773.49-
101.
3814165.
7367.76-
93.
9513159.
5160.92-
84.
4712153.
2454.14-
74.
7811146.
9547.50-
65.
0510140.
7141.04-
55.
499134.
5934.80-
46.
178130.
2430.44-
39.__
7124.
3824.66-
31.
956118.
8819.25-
24.
325125.
3426.91-
65.
934114.
5415.52-
34.
98315.
866.16-
12.
39210.
550.
600.9111-
0.14-
0.
150.15振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
11.
085.39-
7.95261-
16.
697.93-
8.59251-
50.
5345.79-
211.01241-
85.
3782.56-
409.60231-
88.
0986.14-
427.37221-
94.
3891.10-
473.88211-
100.17__.33-
524.75201-
95.
2484.38-
492.50191-
90.
4679.25-
464.88181-
85.
4274.02-
435.87171-
80.
1268.70-
405.60161-
74.
6063.32-
374.20151-
68.
9157.93-
342.05141-
64.
1253.45-
316.25131-
58.
0948.01-
282.91121-
51.
9742.62-
249.37111-
45.
8237.33-
216.08101-
39.
7232.19-
183.5291-
33.
7027.24-
151.9881-
29.
4423.77-
130.1671-
23.
6719.22-
101.9361-
18.
2714.97-
75.8151-
25.
4022.26-
201.2741-
14.
7413.04-
111.9831-
5.
655.21-
40.4721-
0.
590.50-
1.
53110.14-
0.
110.62振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2710.
766.
369.
612611.
319.
5110.40251-
10.
7816.
45257.06241-
14.
8516.
36500.72231-
14.
2412.
94523.65221-
11.
9110.
34581.91211-
8.
1013.
98645.__201-
8.
0212.
77608.44191-
7.
7111.
94576.70181-
7.
3711.
13543.49171-
6.
9910.
33508.88161-
6.
589.
54472.98151-
6.
158.
76436.17141-
5.
748.
01407.60131-
5.
277.
25368.97121-
4.
806.
52329.93111-
4.
315.
81290.__101-
3.
815.
12252.3291-
3.
314.
45214.4881-
2.
944.021__.6471-
2.
453.
36153.7961-
1.
972.
74119.8551-
1.
600.
81337.6041-
0.
810.
03194.5531-
0.__-
0.
0275.3321-
0.
050.
107.
30110.00-
0.01-
1.34振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
12.18-
2.
162.68261-
15.88-
2.
682.71251-
53.68-
12.
7063.04241-
78.49-
20.
48112.46231-
69.45-
18.
28103.86221-
58.99-
15.
5296.68211-
44.64-
10.
7982.17201-
26.10-
5.
5949.38191-
7.36-
0.
4516.
9518111.
094.47-
14.
9217128.
609.04-
45.
2116144.
5213.13-
72.
8715158.
2516.60-
96.
8014170.
5419.75-
119.
2513178.
8621.81-
134.
1212183.
9823.07-
144.
2511185.
7923.49-
149.
2110184.
3423.10-
149.
019179.
8521.95-
143.
838176.
6721.23-
142.
687166.
9618.81-
128.
786155.
6215.92-
111.
705179.
1326.69-
349.
564148.
7517.17-
220.
023121.
287.39-
93.
14212.
240.70-
7.9211-
0.36-
0.
141.10振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2717.
498.
1522.
0126110.
5010.
9622.
412513.47-
2.
76497.
7024110.07-
22.
29865.
6923110.35-
25.
43786.
3622112.63-
26.
01723.
1221113.__-
17.
55615.
732018.61-
11.
92383.
831913.57-
5.
95158.32181-
1.36-
0.08-
61.83171-
6.
045.50-
270.24161-
10.
3010.60-
460.60151-
13.
9715.01-
626.12141-
17.
3619.19-
781.39131-
19.
6021.94-
887.06121-
20.
9723.76-
958.74111-
21.
4324.58-
993.88101-
21.
0124.42-
992.9191-
19.
7723.32-
957.4581-
18.
9422.58-
948.3971-
16.
3020.07-
853.5861-
13.
2517.03-
736.1151-
26.
6846.09-
2283.6941-
17.
2131.99-
1433.1131-
2.
9914.08-
592.5321-
0.
730.81-
58.
68110.14-
0.
188.14振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2716.58-
62.88-
18.
582618.23-
79.97-
18.
6725149.49-
208.37-
387.
5224170.29-
281.78-
630.
9423161.84-
234.83-
520.
3622150.96-
187.00-
408.
7621137.57-
131.97-
256.
3020122.63-
62.08-
52.
901917.
115.
44138.98181-
8.
4069.
38317.00171-
23.
28128.
12478.63161-
36.
92180.
08621.05151-
48.
71223.
78741.67141-
59.
17262.
54859.40131-
66.
33287.
84934.77121-
70.
72302.
91983.44111-
72.
20307.
511004.81101-
70.
84302.
05999.2891-
66.
80287.
15967.8881-
63.
64278.
47970.2271-
55.
14247.
82880.6361-
45.
37211.
29768.2051-
56.
71291.
042432.2141-
34.
36177.
121592.5431-
20.
4275.
71694.0721-
2.
0510.
27113.
00110.15-
1.33-
8.28振型7的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2712.
690.
640.
692612.
880.
680.
652514.
730.
4311.
692415.
950.
0817.
152313.88-
0.
1812.
052211.47-
0.
386.34211-
1.36-
0.51-
0.81201-
4.01-
0.60-
7.87191-
6.13-
0.65-
13.75181-
7.54-
0.64-
18.09171-
8.11-
0.58-
20.58161-
7.80-
0.47-
21.08151-
6.66-
0.31-
19.67141-
4.92-
0.13-
16.85131-
2.
580.06-
12.
141210.
040.25-
6.
361112.
650.
430.
001015.
000.
566.
35916.
870.
6512.
19818.
510.
7318.
05718.
970.
7121.
39618.
650.
6423.
045114.
300.
1985.
61419.68-
0.
0460.
57314.13-
0.
0526.
59210.
500.
033.0111-
0.07-
0.01-
0.33振型8的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
0.66-
11.73-
26.35261-
1.41-
12.71-
23.
0825119.
735.02-
394.
3524122.
1821.57-
615.
0123114.
5621.59-
462.
712215.
1117.87-
285.49211-
3.
609.67-
44.12201-
10.
221.
88221.65191-
15.74-
5.
28451.84181-
19.54-
11.
27630.10171-
21.20-
15.
61743.36161-
20.56-
17.
98783.68151-
17.75-
18.
26750.96141-
13.20-
17.
02664.34131-
7.17-
13.
58504.08121-
0.39-
8.
82300.
241116.42-
3.
2470.
7210112.
552.51-
162.
239117.
447.91-
380.
218121.
6312.98-
597.
337122.
8015.82-
728.
126122.
0417.24-
800.
105125.
4359.03-
3025.
434116.
5147.87-
2216.
083114.
9323.28-
1014.
48210.
981.40-
113.7411-
0.09-
0.
2710.46振型9的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
19.
64110.
9314.58261-
17.
3599.
139.67251-
9.
6084.53-
44.75241-
7.
7092.51-
272.26231-
0.
2346.44-
432.
482215.13-
4.28-
615.
102117.79-
65.01-
771.
4520113.80-
111.50-
736.
1919117.85-
146.24-
643.
2718119.84-
165.97-
496.
8617119.65-
169.21-
316.
8816117.35-
155.87-
124.
6515113.33-
127.
9057.
191418.14-__.
15219.
311312.01-
40.
01343.95121-
4.
3013.
56427.05111-
10.
1566.
75465.55101-
14.94___.
51463.3991-
18.
34153.
20427.8681-
21.
09188.
98394.0371-
21.
04200.
21323.2661-
19.
38196.
56241.0251-
28.
21321.
17621.6241-
18.
69221.
87376.0231-
10.
42103.
22169.6321-
1.
4414.
1671.
08110.00-
1.
280.51振型10的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2719.
630.28-
1.
652617.
850.23-
0.__
2510.
580.24-
2.88241-
2.
590.27-
12.51231-
5.
460.12-
18.41221-
7.
970.01-
25.34211-
9.35-
0.37-
30.83201-
8.39-
0.49-
28.11191-
6.07-
0.55-
22.41181-
2.74-
0.54-
14.
011711.06-
0.47-
3.
981614.70-
0.
356.
411517.55-
0.
2115.
711419.37-
0.
0723.
471319.
580.
0727.
711218.
310.
1928.
551115.
760.
2825.
871012.
360.
3420.1391-
1.
370.
3912.1081-
5.
090.
443.2071-
7.
850.44-
5.8461-
9.
440.44-
13.7451-
17.
841.45-
71.4141-
13.
301.21-
58.4731-
6.
080.61-
27.3021-
0.
760.05-
3.
01110.
090.
000.33振型11的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2714.73-
44.10-
52.
502612.39-
30.82-
33.
172511.
4542.56-
138.94241-
2.
9568.09-
97.08231-
5.
8055.
8666.12221-
6.
7937.
86257.25211-
4.
3817.
84453.64201-
3.10-
6.
24525.31191-
1.13-
27.
03512.
631811.16-
42.
77410.
911713.46-
51.
95234.
151615.39-
53.
959.
081516.62-
49.21-
225.
111416.98-
39.24-
446.
691316.24-
24.66-
599.
701214.55-
7.81-
672.
191112.
149.17-
649.28101-
0.
6524.22-
533.8291-
3.
4435.99-
341.1781-
6.
1445.76-
107.7771-
7.
7548.
86147.4861-
8.
4647.
39379.0351-
8.
0657.
852048.0641-
5.
3830.
691876.6831-
10.
0512.
06968.2121-
0.
563.
29136.8411-
0.03-
0.15-
6.54振型12的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
27123.83-
20.
2151.
3326114.93-
12.
4532.76251-
48.
006.
54230.88241-
63.
426.
17342.60231-
41.
818.
77208.21221-
13.
3513.
7937.
8321117.
9817.44-
175.
2220144.
6817.38-
344.
2119160.__
14.07-
445.
0518163.
507.80-
462.
2717152.17-
0.64-
396.
3216129.56-
9.95-
261.
531511.02-
18.43-
87.05141-
28.04-
25.
15101.79131-
50.81-
27.
93267.77121-
63.08-
26.
56388.55111-
62.29-
20.
93444.23101-
48.90-
11.
81428.2491-
25.88-
0.
41346.
28811.__
12.
03229.
997129.
5022.
1775.
456150.
7129.50-
80.__
51108.
6567.06-
780.2741__.
1758.31-
880.
883147.
8830.50-
494.
74215.
603.41-
54.6711-
0.57-
0.
363.36振型13的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
15.40-
19.
16169.71261-
6.70-
11.
0696.
5125117.
999.
38216.
6924129.
4010.
08342.
9323123.
0910.
07244.
1322112.
9811.
31120.84211-
2.
4812.05-
41.96201-
18.
039.68-
193.72191-
28.
985.78-
299.47181-
33.
050.80-
343.83171-
29.42-
4.62-
322.12161-
18.96-
9.71-
240.87151-
4.28-
13.64-
119.
5114111.63-
16.
1921.
8813125.01-
16.
34156.
7512133.12-
14.
29263.
9011134.11-
10.
19324.
6710127.__-
4.
56330.
279115.
871.
93282.
16810.
818.
82204.0271-
14.
8214.
0788.9861-
27.
1417.78-
32.3351-
62.
5239.97-
498.8541-
52.
0134.26-
557.4831-
23.
7817.86-
301.1921-
3.
332.09-
32.
10110.31-
0.
142.80振型14的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
7.14-
6.99-
178.75261-
4.61-
3.15-
92.
782514.
263.
94208.
3024110.13-
0.
46377.
8123110.15-
0.
73317.
352219.
020.
91225.
842114.
415.
0574.73201-
2.
996.91-
107.80191-
9.
347.48-
257.18181-
13.
276.46-
348.61171-
13.
863.__-
366.85161-
11.
000.15-
310.54151-
5.50-
4.01-
195.
421411.39-
8.05-
44.
061318.02-
10.
87115.
1312112.85-
12.
04252.
6011114.70-
11.
18342.
1810113.19-
8.
32368.
13918.71-
3.
82328.
14812.
521.
63247.4071-
4.
556.
70115.9461-
10.
4510.95-
27.7751-
26.
8730.05-
565.8841-
23.
1229.15-
683.5831-
8.
8416.02-
385.1621-
1.
501.69-
46.
02110.14-
0.
132.91振型15的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
1.76-
0.
180.35261-
0.14-
0.05-
0.
092518.
351.36-
9.
302418.
841.78-
7.
002312.
450.
656.54221-
4.51-
0.
7821.__211-
10.14-
1.
7534.45201-
11.84-
2.
2033.34191-
9.37-
1.
9322.52181-
3.62-
1.
084.
781713.
420.06-
14.
741619.
331.14-
30.
3615112.
091.82-
37.
4314111.
051.98-
34.
991316.
251.54-
22.33121-
0.
560.69-
3.69111-
7.15-
0.
2915.98101-
11.37-
1.
0931.2591-
11.97-
1.
5138.4081-
9.25-
1.
5137.__71-
3.10-
1.
0426.
04613.84-
0.
348.
605116.
470.97-
36.
474117.
742.59-
96.
393110.
461.86-
69.
05211.
370.15-
9.7811-
0.10-
0.
030.21振型16的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
3.
1622.43-
4.
792610.
032.63-
2.
4325117.86-
92.22-
30.
7324121.32-
111.62-
81.
022318.95-
58.83-
79.78221-
6.
174.04-
71.88211-
20.
0868.36-
32.18201-
26.
21113.
8545.63191-
24.
33133.
29150.45181-
15.
36123.
64259.27171-
2.
3587.
68340.
3016110.
5633.
46359.
9315119.43-
26.
25295.
6314122.56-
82.
01148.
4313118.85-
120.48-
71.
2412110.38-
135.95-
309.
571110.08-
125.48-
511.94101-
8.74-
92.11-
622.8491-
13.72-
42.55-
608.1581-
14.
6613.73-
485.1571-
10.
3365.30-
200.1561-
3.
83104.
56136.
18519.
04211.
981647.__
4113.
73167.
202093.3031-
2.
1984.
321249.
19210.
5615.
05233.2811-
0.27-
0.56-
1.99振型17的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2715.
748.
0727.28261-
0.84-
0.
634.16251-
5.54-
8.16-
436.56241-
12.
501.68-
612.14231-
9.
541.01-
284.58221-
2.71-
5.
12131.
7221110.43-
7.
66585.
2920117.37-
7.
60791.
6019117.56-
3.
05744.
8618110.
914.
35459.68171-
0.
0412.
1128.53161-
11.
1317.27-
412.97151-
18.
1417.45-
722.93141-
19.
0412.34-
837.09131-
12.
691.98-
690.67121-
1.80-
10.42-
351.
591119.82-
21.
3982.
7010118.02-
27.
41479.
769120.06-
26.
38732.
348116.23-
19.
01819.
32715.87-
5.
69641.2361-
6.
129.
49306.0451-
28.
2544.14-
290.2241-
31.
5966.07-
1420.1531-
9.
9742.93-
1029.9821-
2.
464.__-
137.
73110.18-
0.
305.76振型18的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2711.
570.02-
0.48261-
0.
840.
020.38251-
10.87-
1.
4419.01241-
8.47-
1.
8015.
612312.
670.03-
12.
0722112.
282.06-
39.
2821115.
772.72-
52.
4020110.
482.18-
35.11191-
0.
180.60-
1.78181-
10.88-
1.
2133.08171-
16.26-
2.
4254.08161-
13.62-
2.
4951.96151-
4.45-
1.
4728.
331416.
880.13-
7.
0013114.
751.56-
38.
5712115.
562.20-
54.
211118.
901.80-
47.64101-
1.
920.60-
22.3591-
11.84-
0.
8211.2181-
17.02-
1.__
41.4071-
13.57-
1.
9652.3061-
4.17-
1.
2544.
325111.66-
0.
8774.
164123.
014.31-
136.
693116.
664.16-
144.
94212.
390.40-
22.5211-
0.12-
0.
050.28振型19的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2711.01-
0.
202.32261-
0.
790.07-
0.49251-
3.
155.88-
61.36241-
3.
407.80-
76.33231-
0.
201.83-
15.
392213.37-
5.
6657.
132116.14-
10.
65113.
172014.83-
11.
2797.
771911.07-
7.
4331.57181-
3.19-
0.79-
54.90171-
5.
776.06-
119.36161-
5.
3710.53-
129.18151-
2.
3511.08-
78.
751411.
697.
9211.
001314.
682.
2098.
671215.19-
3.
83146.
141113.07-
8.
06130.08101-
0.48-
9.
1856.3891-
3.64-
7.16-
45.2281-
5.11-
3.27-
138.0871-
3.
741.11-
166.4461-
0.
644.74-
131.
30513.
7713.32-
164.__
417.
322.
53435.
03311.38-
2.
26420.
13210.
650.
3971.7711-
0.
060.04-
0.87振型20的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
3.75-
13.16-
12.
512613.
079.
294.
432511.
2856.
70387.
532414.
4948.
14453.
252312.
797.
2636.98221-
2.17-
32.16-
444.11211-
10.80-
69.65-
840.07201-
7.98-
78.41-
776.
121910.14-
62.67-
399.
601819.11-
25.
99134.
8617113.
3720.
94601.
371619.
9163.
69812.
151510.
2787.
91700.53141-
10.
8187.
39341.77131-
17.
2058.20-
119.30121-
15.
219.81-
494.96111-
5.22-
43.42-
647.
781018.03-
84.03-
544.
819118.24-
99.35-
256.
118121.40-
87.
9986.
677113.70-
44.
65355.5361-
0.
1512.
41467.1851-
18.
59106.
011432.4241-
31.
95176.47-
236.1131-
16.
43120.98-
631.4921-
3.
5419.28-
42.
79110.03-
0.
468.50振型21的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
0.
870.
411.
902610.94-
0.49-
1.
462518.
782.65-
68.
602413.
734.01-
66.24231-
6.90-
0.
4725.07221-
12.42-
5.
53112.48211-
8.53-
6.
19141.
312011.33-
3.
4361.
7819110.
521.35-
56.
3418112.
775.20-
143.
581716.
475.93-
147.69161-
4.
203.29-
66.29151-
12.00-
0.__
49.67141-
12.13-
4.
30138.85131-
4.17-
4.
87145.
521216.55-
2.
6572.
1111113.
150.93-
41.
1810111.
403.68-
130.
15912.
464.13-
148.9081-
8.
412.32-
95.1371-
13.90-
0.
437.6861-
10.96-
2.
71102.1051-
1.70-
10.
29483.
844118.
365.69-
249.__
3120.
1810.36-
448.
49212.__
0.97-
79.3911-
0.09-
0.
100.58振型22的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2711.
310.
250.94261-
1.67-
0.30-
0.32251-
5.
300.71-
28.83241-
2.
831.57-
33.
962313.
740.31-
1.
102217.96-
1.
6238.
052116.96-
2.
3762.
092010.12-
1.
8738.91191-
6.78-
0.21-
9.03181-
8.
971.64-
53.50171-
4.
972.61-
66.
441612.
382.10-
38.
621517.__
0.
4512.
291418.09-
1.
4657.
551312.70-
2.
4667.44121-
4.41-
2.
0938.12111-
8.49-
0.53-
14.81101-
6.
881.28-
59.9191-
0.
792.31-
71.
45815.
962.10-
45.
24718.
580.
806.
98615.71-
0.
8754.
45510.12-
5.
66244.7041-
12.
951.58-
143.6031-
9.
094.10-
228.8221-
1.
830.31-
41.
70110.07-
0.
020.48振型23的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2710.
9611.
294.92261-
1.44-
16.15-
5.
022515.41-
40.95-
148.
602411.64-
29.10-
84.07231-
4.
5912.
98148.50221-
5.
8450.
24345.78211-
1.
2269.
08396.
372011.
1447.
23169.
581912.
111.38-
128.
361811.46-
47.01-
341.
951710.56-
74.21-
369.
991610.58-
66.36-
215.
541511.34-
27.
5618.__
1411.
5725.
11215.
051310.
1166.
20288.56121-
2.
5476.
26234.07111-
4.
5150.
0991.97101-
3.
970.83-
67.3991-
0.57-
49.03-
182.
71814.16-
79.78-
235.
81717.06-
70.21-1__.
49616.02-
30.48-
69.
49513.
2635.
68250.4541-
11.
39116.
33619.3231-
16.
8688.
18510.5821-
2.
6617.
43158.2111-
0.
100.
067.46振型24的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2710.22-
0.47-
1.75261-
0.
310.
781.95251-
4.07-
3.
0160.90241-
0.17-
3.
9149.
682315.
061.45-
42.
242215.
306.62-___.28211-
0.
075.__-
98.27201-
5.
101.
1418.81191-
5.94-
4.
23124.28181-
1.65-
6.
32135.
571714.21-
3.__
41.
201616.
620.88-
85.
871513.
504.18-
144.76141-
2.
684.14-
97.49131-
6.
741.
1722.79121-
5.37-
2.
16127.
511110.47-
3.
35140.
301016.04-
1.
7752.
61916.
840.98-
71.
71812.
252.67-
152.4971-
4.
441.96-
122.6361-
7.69-
0.10-
17.5251-
8.03-
6.
07306.
29419.
081.
313.
993113.
686.24-
232.
30212.
280.75-
49.2911-
0.04-
0.05-
0.47振型25的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
0.62-
0.06-
0.
142611.
070.11-
0.
062510.96-
0.
143.85241-
0.09-
0.
263.04231-
1.
390.01-
2.86221-
1.
570.36-
8.69211-
0.
350.37-
8.
742011.
350.12-
0.
191911.86-
0.
238.
551810.76-
0.
4110.74171-
1.00-
0.
304.85161-
1.
880.04-
5.21151-
1.
140.36-
12.
171410.
580.38-
9.
171311.
790.
081.
751211.49-
0.
2410.78111-
0.09-
0.
3711.66101-
1.58-
0.
244.3491-
1.
730.08-
6.7281-
0.
460.36-
13.
95711.
230.35-
10.
21611.
870.
090.
33511.92-
0.
6632.9841-
2.72-
0.05-
9.7831-
2.
930.36-
25.6021-
0.
590.01-
3.
30110.
010.
000.34振型26的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m271-
5.27-
1.97-
0.
6426110.
383.86-
0.84251-
3.75-
0.20-
6.17241-
5.58-
0.73-
38.84231-
0.67-
0.72-
43.
082214.17-
1.11-
17.
682115.36-
1.
3931.
962011.11-
0.
4250.91191-
3.
941.
5422.48181-
5.
172.99-
25.75171-
1.
732.04-
40.
351613.01-
0.81-
15.
791514.78-
2.
663.
151412.42-
3.
3427.56131-
1.87-
1.
9936.43121-
4.
451.62-
0.46111-
3.
384.45-
40.
471010.
463.62-
31.
67914.
200.
216.
34814.84-
3.
1836.
03710.80-
4.
1033.8861-
4.47-
2.
506.1451-
10.
731.55-
87.
41416.
154.
1334.
753112.
122.
6192.
02212.
800.
4871.9611-
0.
010.
018.44振型27的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-tkNkNkN-m
2716.42-
13.75-
6.60261-
12.
4625.
5812.55251-
2.
688.
6988.
422418.03-
2.22-
24.
5723110.23-
13.11-
192.
202210.29-
19.40-
220.36211-
10.77-
16.92-
42.72201-
9.
001.
72157.
391911.
5522.
39193.
201819.
7427.
93120.
501717.
7314.20-
10.65161-
1.64-
7.99-
158.15151-
8.87-
26.39-
154.23141-
7.69-
29.15-
30.
641310.77-
10.
9564.
581218.
7315.
0494.
091119.
0130.
9474.
771010.
8626.
7923.9091-
9.
225.82-
28.0581-
12.56-
19.26-
53.0471-
3.42-
30.57-
47.
206110.56-
23.50-
25.
365128.10-
5.39-
33.8841-
12.
2043.
51105.1931-
35.
0732.
58308.0221-
7.
427.49-
61.2411-
0.
050.07-
15.56各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力kN
11507.
9921175.
553198.
594195.
525227.
8862398.
3471.
548129.
859951.
28104.
0111159.
5612140.
111386.
031461.
25152.
8116363.
4417100.
95185.
13195.
7520242.
52218.
58222.
6623137.
53244.
82250.
13263.
972744.15各层Y方向的作用力CQCFloor:层号Tower:塔号Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:静力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy分塔剪重比整层剪重比MyStaticFykNkNkN-mkN注意:下面分塔输出的剪重比不适合于上连多塔结构
271141.
20141.
2019.91%
19.91%
423.
59825.
16261133.
40266.
8714.76%
14.76%
1216.
8338.
55251285.
94487.
027.92%
7.92%
2571.
45147.
00241392.
01850.
726.30%
6.30%
4979.
56239.
90231331.
271161.
265.45%
5.45%
8349.
86243.
99221293.
401415.
014.76%
4.76%
12482.
53253.
80211277.
991610.
604.16%
4.16%
17160.
16259.
99201265.
701750.
373.67%
3.67%
22183.
42248.
15191269.
431848.
623.26%
3.26%
27398.
26236.
96181282.
501918.
122.92%
2.92%326__.
15225.
76171298.
421970.
462.64%
2.64%
37974.
46214.
57161313.
462015.
322.41%
2.41%
43202.
22203.
37151328.
382061.
282.22%
2.22%
48346.
84192.
18141349.
902117.
342.08%
2.08%
53401.
30183.
91131365.
342190.
811.97%
1.97%
58388.
99172.
53121377.
172286.
471.90%
1.90%
63356.
38161.
16111382.
672404.
881.86%
1.86%
68370.
56149.
78101383.
182542.
691.84%
1.84%
73512.
74138.
4191381.
372694.
661.83%
1.83%
78870.
16127.
0381395.
112865.
151.82%
1.82%
84521.
98122.
0071377.
993039.
611.82%
1.82%
90556.
03110.
0061357.
103207.
521.82%
1.82%
97041.
7098.
0051608.
813504.
971.81%
1.81%
107000.
81157.
4941506.
463744.
081.77%
1.77%
118127.
59122.
4231284.
253874.
991.71%
1.71%
130340.
8784.
272144.663__
4.
211.57%
1.57%
145949.
3078.
63112.483__
2.
391.47%
1.47%
158714.
3928.87抗震规范
5.
2.5条要求的Y向楼层最小剪重比=
1.60%Y方向的有效质量系数:
99.75%==========各楼层地震剪力系数调整情况[抗震规范
5.
2.5验算]==========层号X向调整系数Y向调整系数
11.
1441.092:本层地震剪力不满足抗震规范
5.
2.5已作调整
21.
0671.018:本层地震剪力不满足抗震规范
5.
2.5已作调整
31.
0001.
00041.
0001.
00051.
0001.
00061.
0001.
00071.
0001.
00081.
0001.
00091.
0001.
000101.
0001.
000111.
0001.
000121.
0001.
000131.
0001.
000141.
0001.
000151.
0001.
000161.
0001.
000171.
0001.
000181.
0001.
000191.
0001.
000201.
0001.
000211.
0001.
000221.
0001.
000231.
0001.
000241.
0001.
000251.
0001.
000261.
0001.
000271.
0001.000///////////////////////////////////////////////////////////////////////////|公司名称:||||SATWE位移输出文件||文件名称:WDISP.OUT||||工程名称:设计人:||工程代号:校核人:日期:2007/3/6|///////////////////////////////////////////////////////////////////////////所有位移的单位为毫米Floor:层号Tower:塔号J__x:最大位移对应的节点号J__xD:最大层间位移对应的节点号__x-Z:节点的最大竖向位移h:层高__x-X,__x-Y:XY方向的节点最大位移__e-X,__e-Y:XY方向的层平均位移__x-Dx,__x-Dy:XY方向的最大层间位移__e-Dx,__e-Dy:XY方向的平均层间位移Ratio-XRatio-Y:最大位移与层平均位移的比值Ratio-DxRatio-Dy:最大层间位移与平均层间位移的比值__x-Dx/h,__x-Dy/h:XY方向的最大层间位移角DxR/DxDyR/Dy:XY方向的有害位移角占总位移角的百分比例Ratio_AXRatio_AY:本层位移角与上层位移角的
1.3倍及上三层平均位移角的
1.2倍的比值的大者X-Disp,Y-Disp,Z-Disp:节点XYZ方向的位移===工况1===X方向地震力作用下的楼层最大位移FloorTowerJ__x__x-X__e-XRatio-XhJ__xD__x-Dx__e-DxRatio-Dx__x-Dx/hDxR/DxRatio_AX
271446834.
9834.
241.
023000.
44712.
102.
081.011/
1428.
8.2%
0.
83261445233.
4532.
711.
023000.
44522.
262.
261.001/
1329.
49.6%
0.
90251437831.
9130.
421.
053000.
43781.
241.
141.091/
2425.
5.5%
0.
44241426030.
7829.
401.
053000.
42601.
271.
191.071/
2354.
5.9%
0.
81231409029.
6628.
351.
053000.
40901.
381.
271.091/
2176.
6.0%
0.
81221390429.
9227.
961.
073000.
39041.
531.
371.121/
1958.
5.1%
0.
93211371628.
5526.
731.
073000.
37161.
561.
441.081/
1925.
3.4%
0.
93201352327.
1625.
461.
073000.
35231.
611.
491.081/
1859.
3.1%
0.
91191333025.
7324.
151.
073000.
33301.
661.
541.081/
1803.
2.4%
0.__
181313724.
2522.
791.
063000.
31371.
701.
581.081/
1761.
1.7%
0.
88171294422.
7321.
391.
063000.
29441.
731.
601.081/
1731.
0.8%
0.
87161275121.
1619.
951.
063000.
27511.
751.
611.081/
1717.
1.0%
0.
86151255819.
5718.
481.
063000.
25581.
771.
631.091/
1695.
0.3%
0.
85141236517.
9416.
981.
063000.
23651.
761.
621.081/
1708.
0.2%
0.
84131217216.
3115.
471.
053000.
21721.
761.
631.081/
1706.
0.2%
0.
84121197914.
6613.
951.
053000.
19791.
751.
621.081/
1714.
0.9%
0.
83111178613.
0012.
411.
053000.
17861.
731.
611.081/
1734.
1.3%
0.
83101159311.
3510.
871.
043000.
15931.
701.
581.071/
1763.
2.7%
0.
829114009.
719.
331.
043000.
14001.
651.
541.071/
1819.
4.9%
0.
808112078.
117.
831.
043000.
12071.
561.
461.061/
1929.
4.7%
0.
777110146.
596.
401.
033000.
10141.
471.
391.061/
2039.
9.2%
0.
76618215.
155.
031.
023000.
8211.
321.
261.051/
2269.
15.1%
0.
72516243.
953.
831.
034200.
6241.
551.
501.031/
2706.
14.1%
0.
65414902.
412.
331.
034200.
4901.
341.
291.041/
3137.
24.2%
0.
66313611.
071.
051.
024200.
3610.
990.
971.021/
4240.
90.4%
0.
58213330.
080.
081.
005000.
3330.
100.
101.001/
9999.
71.9%
0.
0611960.
020.
021.
003900.
960.
020.
021.001/
9999.
98.9%
0.20X方向最大值层间位移角:1/
1329.===工况2===X双向地震作用下的楼层最大位移FloorTowerJ__x__x-X__e-XRatio-XhJ__xD__x-Dx__e-DxRatio-Dx__x-Dx/hDxR/DxRatio_AX
271446836.
9436.
391.
023000.
44712.
182.
161.011/
1374.
7.6%
0.
83261445235.
3434.
781.
023000.
44522.
332.
331.001/
1286.
47.9%
0.
90251437833.
7232.
901.
023000.
43781.
291.
221.061/
2322.
4.9%
0.
45241426032.
5331.
781.
023000.
42601.
331.
281.041/
2255.
5.9%
0.
81231409031.
3530.
641.
023000.
40901.
441.
351.061/
2090.
5.9%
0.
81221390431.
5330.
151.
053000.
39041.
611.
461.101/
1869.
5.2%
0.
93211371630.
0928.
831.
043000.
37161.
631.
541.061/
1841.
3.6%
0.
93201352328.
6327.
471.
043000.
35231.
691.
591.061/
1776.
3.3%
0.
91191333027.
1326.
051.
043000.
33301.
741.
651.061/
1720.
2.5%
0.
90181313725.
5624.
581.
043000.
31371.
791.
691.061/
1679.
1.8%
0.
88171294423.
9523.
061.
043000.
29441.
821.
721.061/
1648.
0.9%
0.
87161275122.
3021.
501.
043000.
27511.
841.
741.061/
1632.
1.1%
0.
86151255820.
6119.
911.
043000.
25581.
861.
751.061/
1610.
0.3%
0.
85141236518.__
18.
291.
033000.
23651.
851.
751.061/
1621.
0.3%
0.
84131217217.
1616.
651.
033000.
21721.
851.
751.061/
1619.
0.2%
0.
84121197915.
4215.
001.
033000.
19791.
851.
751.061/
1626.
0.9%
0.
83111178613.
6713.
321.
033000.
17861.
821.
731.061/
1645.
1.3%
0.
83101159311.
9211.
651.
023000.
15931.
791.
701.051/
1672.
2.8%
0.
8291140010.
199.
991.
023000.
14001.
741.
651.051/
1727.
5.0%
0.
808112078.
508.
361.
023000.
12071.
641.
561.051/
1833.
4.8%
0.
777110146.
916.
811.
013000.
10141.
551.
481.041/
1941.
9.3%
0.
76618215.
395.
331.
013000.
8211.
391.
341.041/
2163.
14.4%
0.
72518014.
694.
321.
084200.
8011.
811.
691.071/
2318.
13.5%
0.
66415962.__
2.
651.
094200.
5961.
571.
461.071/
2675.
22.9%
0.
66314611.
331.
201.
104200.
4611.
231.
111.101/
3421.
84.8%
0.
58213330.
110.
091.
005000.
3330.
130.
121.001/
9999.
65.6%
0.
07111940.
020.
021.
003900.
1940.
020.
021.001/
9999.
94.1%
0.20X方向最大值层间位移角:1/
1286.===工况3===X-5%偶然偏心地震力作用下的楼层最大位移FloorTowerJ__x__x-X__e-XRatio-XhJ__xD__x-Dx__e-DxRatio-Dx__x-Dx/hDxR/DxRatio_AX
271447133.
4533.
301.
003000.
44712.
162.
081.031/
1392.
7.9%
0.
83261446431.
9031.
771.
003000.
44662.
302.
241.021/
1305.
49.4%
0.
90251441931.
0830.
601.
023000.
43781.
161.
141.021/
2581.
4.6%
0.
44241434030.
0529.
551.
023000.
42601.
201.
191.011/
2500.
6.1%
0.
80231421729.
0028.
481.
023000.
42371.
271.
271.001/
2366.
5.5%
0.
82221404827.__
27.
261.
023000.
39041.
341.
331.011/
2234.
4.9%
0.93211___
826.
7426.
081.
033000.___
81.
411.
401.011/
2126.
3.9%
0.
92201368025.
5224.
851.
033000.
36801.
471.
451.011/
2040.
3.2%
0.
91191348724.
2523.
581.
033000.
34871.
521.
501.011/
1974.
2.4%
0.
90181329422.
9322.
251.
033000.
32941.
561.
531.021/
1924.
1.8%
0.
88171310121.
5720.__
1.
033000.
31011.
591.
561.021/18__.
0.9%
0.
87161290820.
1619.
481.
033000.
29081.
601.
571.021/
1871.
1.1%
0.
86151271518.
7218.
051.
043000.
27151.
631.
591.021/
1846.
0.4%
0.
85141252517.
2516.
591.
043000.
25251.
621.
581.021/
1855.
0.3%
0.
84131233215.
7715.
121.
043000.
23321.
621.
591.021/
1847.
0.2%
0.
84121213914.
2613.
631.
053000.
21391.
621.
581.031/
1847.
0.9%
0.
83111194612.
7312.
131.
053000.
19461.
611.
571.031/
1859.
1.3%
0.
83101175311.
1910.
631.
053000.
17531.
601.
551.031/
1878.
2.8%
0.
829115609.
669.
131.
063000.
15571.
561.
501.041/
1924.
5.0%
0.
808113678.
157.
671.
063000.
13671.
491.
431.041/
2020.
4.8%
0.
777111746.
706.
261.
073000.
11741.
421.
361.051/
2109.
9.3%
0.
76619815.
314.
921.
083000.
9811.
301.
231.061/
2306.
15.8%
0.
72518014.
743.
971.
194200.
8011.
831.
551.181/
2294.
13.5%
0.
65415962.
922.
431.
204200.
5961.
581.
341.191/
2652.
22.5%
0.
66314611.
341.
101.
224200.
4611.
241.
011.221/
3394.
86.7%
0.
59213330.
100.
081.
005000.
3330.
130.
101.001/
9999.
68.6%
0.
06111940.
020.
021.
003900.
1940.
020.
021.001/
9999.
94.8%
0.20X方向最大值层间位移角:1/
1305.===工况4===X+5%偶然偏心地震力作用下的楼层最大位移FloorTowerJ__x__x-X__e-XRatio-XhJ__xD__x-Dx__e-DxRatio-Dx__x-Dx/hDxR/DxRatio_AX
271446836.
8235.
181.
053000.
44682.
112.
081.021/
1419.
8.6%
0.
83261445235.
2833.
661.
053000.
44522.
332.
271.031/
1286.
49.9%
0.
91251437833.
7130.
261.
113000.
43781.
311.
141.151/
2286.
6.5%
0.
44241426032.
5029.
251.
113000.
42601.
351.
191.131/
2223.
5.6%
0.
82231409031.
3628.
221.
113000.
40901.
491.
271.181/
2009.
6.5%
0.
81221390433.
2428.
671.
163000.
39041.
721.
411.221/
1740.
5.3%
0.
94211371631.
6827.
381.
163000.
37161.
721.
481.171/
1743.
3.0%
0.
93201352330.
1626.
091.
163000.
35231.
781.
531.161/
1683.
3.1%
0.
91191333028.
5824.
741.
163000.
33301.
841.
581.161/
1631.
2.3%
0.__
181313726.
9523.
351.
153000.
31371.
881.
621.171/
1592.
1.7%
0.
88171294425.
2621.
911.
153000.
29441.
921.
641.171/
1563.
0.8%
0.
87161275123.
5320.
431.
153000.
27511.
941.
661.171/
1549.
1.0%
0.
86151255821.
7718.
921.
153000.
25581.
971.
671.181/
1524.
0.3%
0.
85141236519.
9517.
381.
153000.
23651.
951.
671.171/
1539.
0.2%
0.
84131217218.
1515.
831.
153000.
21721.
951.
671.171/
1537.
0.2%
0.
84121197916.
3214.
271.
143000.
19791.
941.
661.171/
1543.
0.9%
0.
83111178614.
4812.
691.
143000.
17861.
921.
651.171/
1561.
1.3%
0.
83101159312.
6511.
111.
143000.
15931.__
1.
621.161/1___.
2.7%
0.
8291140010.
839.
541.
143000.
14001.
841.
581.161/
1634.
4.8%
0.
808112079.
058.
001.
133000.
12071.
731.
501.151/
1738.
4.7%
0.
777110147.
376.
531.
133000.
10141.
641.
421.151/
1835.
9.1%
0.
76618215.
775.
131.
123000.
8211.
471.
291.141/
2037.
14.3%
0.
72516244.
713.
761.
254200.
6241.
841.
471.251/
2283.
14.4%
0.
66414902.__
2.
301.
264200.
4901.
601.
271.261/
2620.
25.5%
0.
66313611.
291.
031.
254200.
3611.
200.
961.251/
3511.
91.2%
0.
57212240.
100.
081.
005000.
2240.
120.
101.001/
9999.
72.6%
0.
0711960.
020.
021.
003900.
960.
020.
021.001/
9999.
99.9%
0.20X方向最大值层间位移角:1/
1286.===工况5===Y方向地震力作用下的楼层最大位移FloorTowerJ__x__x-Y__e-YRatio-YhJ__xD__x-Dy__e-DyRatio-Dy__x-Dy/hDyR/DyRatio_AY
271446833.
5232.
701.
033000.
44682.
272.
271.001/
1320.
7.3%
0.
83261445231.
8231.
001.
033000.
44542.
462.
431.011/
1222.
37.4%
0.__
251440937.
8433.
031.
153000.
44191.
771.
611.091/
1698.
1.7%
0.
55241428435.
6631.
391.
143000.
42841.
701.
601.061/
1764.
2.0%
0.
78231410534.
5530.
151.
153000.
40901.
811.
651.101/
1656.
0.9%
0.
79221392132.
3728.
381.
143000.
39211.
781.
651.081/
1683.
0.4%
0.
86211373630.
6926.
861.
143000.
37361.
841.
671.101/
1632.
1.1%
0.
85201354828.
9725.
331.
143000.
35481.
881.
691.111/
1600.
0.5%
0.
85191335527.
2223.
791.
143000.
33551.
911.
701.121/
1573.
0.0%
0.
85181316225.
4422.
231.
143000.
31621.
931.
701.141/
1557.
0.4%
0.
84171296923.
6320.
681.
143000.
29691.
941.
691.151/
1549.
1.1%
0.
83161277621.
8119.
121.
143000.
27761.
931.
671.151/
1555.
0.9%
0.
82151258319.
9917.
571.
143000.
25831.
931.
651.171/
1552.
2.1%
0.
82141239018.
1616.
021.
133000.
23901.
881.
621.161/
1599.
1.7%
0.
81131219716.
3714.
501.
133000.
21971.
851.
591.171/
1619.
2.1%
0.
80121200414.
5912.
991.
123000.
20041.
821.
551.171/
1652.
2.7%
0.
80111181112.
8411.
501.
123000.
18111.
771.
511.171/
1699.
2.9%
0.
79101161811.
1310.
051.
113000.
16181.
711.
461.171/
1756.
3.9%
0.
799114259.
468.
621.
103000.
14251.
631.
401.161/
1841.
6.2%
0.
788112327.
877.
251.
093000.
12321.
491.
311.141/
2016.
4.9%
0.
757110396.
415.
971.
073000.
10391.
401.
241.131/
2138.
7.6%
0.
75618465.
034.
731.
063000.
8461.
281.
141.121/
2351.
9.6%
0.
72517933.
863.
631.
064200.
7931.
551.
431.081/
2712.
13.9%
0.
70415082.
332.
211.
064200.
5081.
311.
221.071/
3216.
24.7%
0.
66313731.
030.
981.
054200.
3730.
970.
911.071/
4339.
90.0%
0.
58212250.
100.
081.
005000.
2250.
120.
101.001/
9999.
71.3%
0.0711___
0.
020.
021.
003900.___
0.
020.
021.001/
9999.
99.5%
0.19Y方向最大值层间位移角:1/
1222.===工况6===Y双向地震作用下的楼层最大位移FloorTowerJ__x__x-Y__e-YRatio-YhJ__xD__x-Dy__e-DyRatio-Dy__x-Dy/hDyR/DyRatio_AY
271446836.
1435.
371.
023000.
44682.
382.
371.001/
1263.
7.2%
0.
83261445234.
3333.
571.
023000.
44542.
562.
541.011/
1170.
35.8%
0.__
251440940.
7435.
751.
143000.
44191.
901.
731.091/
1583.
1.6%
0.
56241428438.
3733.
941.
133000.
42841.
821.
721.061/
1649.
2.0%
0.
78231410537.
2032.
611.
143000.
40901.
941.
771.101/
1546.
0.9%
0.
79221392134.
8530.
691.
143000.
39211.
911.
771.071/
1575.
0.5%
0.
86211373633.
0429.
051.
143000.
37361.
971.
791.101/
1526.
1.2%
0.
85201354831.
1927.
401.
143000.
35482.
011.
811.111/
1495.
0.5%
0.
85191335529.
3025.
731.
143000.
33552.
041.
821.121/
1469.
0.1%
0.
85181316227.
3824.
051.
143000.
31622.
071.
831.131/
1453.
0.3%
0.
84171296925.
4422.
361.
143000.
29692.
081.
821.141/
1444.
1.0%
0.
83161277623.
4820.
671.
143000.
27762.
071.
801.151/
1448.
0.8%
0.
82151258321.
5118.
991.
133000.
25832.
081.
791.161/
1444.
2.0%
0.
82141239019.
5317.
301.
133000.
23902.
021.
751.161/1___.
1.7%
0.
81131219717.
6015.
641.
123000.
21971.
991.
721.161/
1505.
2.1%
0.
81121200415.
6814.
011.
123000.
20041.
961.
681.171/
1534.
2.7%
0.
80111181113.
7812.
391.
113000.
18111.
901.
631.171/
1578.
3.0%
0.
79101161811.
9410.
811.
103000.
16181.
841.
581.161/
1631.
4.0%
0.
7991142510.
149.
271.
093000.
14251.
751.
511.161/
1711.
6.3%
0.
778112328.
427.
781.
083000.
12321.
601.
411.131/
1876.
5.1%
0.
757110396.
856.
391.
073000.
10391.
511.
331.131/
1991.
7.7%
0.
74618465.
375.
061.
063000.
8461.
371.
221.121/
2193.
10.0%
0.
72517934.
123.
881.
064200.
7931.
661.
531.081/
2538.
14.1%
0.
69415082.
482.
351.
064200.
5081.
391.
301.071/
3016.
24.9%
0.
66313731.
091.
041.
054200.
3731.
030.
971.071/
4079.
90.0%
0.
57212250.
100.
081.
005000.
2250.
120.
101.001/
9999.
71.1%
0.
0711970.
020.
021.
003900.
970.
020.
021.001/
9999.
99.4%
0.19Y方向最大值层间位移角:1/
1170.===工况7===Y-5%偶然偏心地震力作用下的楼层最大位移FloorTowerJ__x__x-Y__e-YRatio-YhJ__xD__x-Dy__e-DyRatio-Dy__x-Dy/hDyR/DyRatio_AY
271446831.
7829.
781.
073000.
44682.
282.
221.031/
1313.
6.8%
0.
83261445230.
1028.
121.
073000.
44522.
432.
361.031/
1233.
36.7%
0.__
251440943.
6933.
771.
293000.
44192.
051.
661.241/
1461.
3.4%
0.
55241428440.
8532.
081.
273000.
42841.
931.
641.181/
1554.
1.9%
0.
80231410539.
9431.
021.
293000.
40902.
101.
701.241/
1427.
0.8%
0.
78221392137.
1529.
011.
283000.
39212.
031.
691.201/
1479.
0.2%
0.
86211373635.
2527.
461.
283000.
37362.
091.
721.221/
1433.
1.5%
0.
84201354833.
3025.__
1.
293000.
35482.
141.
731.241/
1403.
0.4%
0.
85191335531.
3224.
321.
293000.
33552.
181.
741.251/
1378.
0.0%
0.
85181316229.
3022.
731.
293000.
31622.
201.
741.271/
1362.
0.4%
0.
84171296927.
2621.
131.
293000.
29692.
221.
731.281/
1353.
1.1%
0.
83161277625.
1919.
541.
293000.
27762.
211.
711.291/
1357.
0.8%
0.
82151258323.
1117.
951.
293000.
25832.
231.
701.311/
1348.
2.0%
0.
82141239021.
0116.
361.
283000.
23902.
161.
661.301/
1392.
1.7%
0.
81131219718.
9614.
801.
283000.
21972.
131.
631.311/
1407.
2.1%
0.
80121200416.
9213.
261.
283000.
20042.
091.
591.321/
1432.
2.7%
0.
80111181114.
9111.
731.
273000.
18112.
041.
551.321/
1470.
2.9%
0.
79101161812.
9310.
241.
263000.
16181.
981.
501.321/
1516.
3.9%
0.
7991142511.
018.
781.
253000.
14251.__
1.
431.321/
1584.
6.0%
0.
778112329.
167.
371.
243000.
12321.
731.
341.291/
1735.
4.9%
0.
757110397.
466.
061.
233000.
10391.
631.
271.291/
1836.
7.5%
0.
74618465.
854.
811.
223000.
8461.
491.
171.281/
2017.
6.2%
0.
72517934.
573.
751.
224200.
7931.
831.
481.231/
2300.
13.0%
0.
72415082.
772.
291.
214200.
5081.
551.
271.221/
2712.
24.8%
0.
67313731.
221.
031.
194200.
3731.
150.
951.211/
3654.__.7%
0.
58212250.
080.
081.
005000.
2250.
100.
101.001/
9999.
72.3%
0.0711___
0.
020.
021.
003900.___
0.
020.
021.001/
9999.
97.3%
0.19Y方向最大值层间位移角:1/
1233.===工况8===Y+5%偶然偏心地震力作用下的楼层最大位移FloorTowerJ__x__x-Y__e-YRatio-YhJ__xD__x-Dy__e-DyRatio-Dy__x-Dy/hDyR/DyRatio_AY
271447236.
0335.
651.
013000.
44722.
382.
321.031/
1260.
7.8%
0.
83261446634.
2833.
911.
013000.
44662.
612.
501.041/
1151.
38.1%
0.
90251441232.
6532.
071.
023000.
44271.
661.
561.071/
1802.
0.1%
0.
54241430730.
9630.
491.
023000.
43071.
661.
551.071/
1811.
2.2%
0.
77231417629.
4529.
021.
013000.
41761.
691.
591.061/
1780.
1.1%
0.
79221400727.
9327.
531.
013000.
40071.
691.
601.061/
1772.
1.1%
0.
85211382726.
4226.
051.
013000.
38271.
681.
621.041/
1784.
0.8%
0.
85201363924.
9224.
561.
013000.
36391.
691.
631.031/
1777.
0.5%
0.
85191344623.
4323.
071.
023000.
34461.
681.
641.031/
1782.
0.0%
0.
84181325321.
9421.
581.
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32531.
671.
641.021/
1795.
0.4%
0.
84171306020.
4620.
091.
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29691.
661.
631.021/
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1.1%
0.
83161286718.
9918.
591.
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27761.
651.
621.021/
1817.
0.9%
0.
82151267417.
5317.
111.
023000.
25831.
651.
601.031/
1824.
2.2%
0.
82141248116.
0715.
621.
033000.
23901.
601.
571.021/
1874.
1.8%
0.
81131228814.
6414.
161.
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21971.
581.
541.021/
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2.2%
0.
80121209513.
2112.
711.
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20041.
541.
511.021/
1946.
2.7%
0.
80111190211.
8011.
281.
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18111.
491.
471.021/
2007.
3.0%
0.
79101170910.
419.
871.
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16181.
441.
431.011/
2080.
4.0%
0.
799115169.
038.
491.
063000.
15711.
391.
371.011/
2160.
6.4%
0.
788113237.
697.
151.
083000.
13231.
321.
281.031/
2270.
5.0%
0.
757111306.
405.__
1.
093000.
11301.
271.
221.041/
2366.
7.6%
0.
75619375.
154.
691.
103000.
9371.
191.
121.051/
2530.
13.0%
0.
73516293.
993.
581.
114200.
6291.
531.
411.081/
2754.
14.5%
0.
67414912.
472.
191.
134200.
4911.
341.
211.111/
3139.
23.9%
0.
65313621.
130.
991.
154200.
3621.
020.
911.121/
4100.
85.8%
0.
58212250.
110.
081.
005000.
2250.
130.
101.001/
9999.
70.9%
0.
0711970.
020.
021.
003900.
970.
020.
021.001/
9999.
97.3%
0.19Y方向最大值层间位移角:1/
1151.===工况9===X方向风荷载作用下的楼层最大位移FloorTowerJ__x__x-X__e-XRatio-XhJ__xD__x-Dx__e-DxRatio-Dx__x-Dx/hDxR/DxRatio_AX
271446815.
6815.
081.
043000.
44680.
700.
701.001/
4291.
4.4%
0.
83261445214.
9814.
381.
043000.
44520.
740.
731.011/
4066.
42.5%
0.
87251437814.
2412.__
1.
103000.
43780.
480.
421.151/
6187.
4.0%
0.
49241426013.
7612.
491.
103000.
42600.
490.
431.131/
6149.
3.7%
0.
80231409013.
3012.
071.
103000.
40900.
540.
451.191/
5606.
5.7%
0.
80221390413.
9212.
191.
143000.
39040.
610.
491.241/
4913.
5.6%
0.
91211371613.
3011.
681.
143000.
37160.
610.
521.171/
4940.
4.1%
0.
93201352312.
7011.
161.
143000.
35230.
630.
541.171/
4727.
4.8%
0.
92191333012.
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611.
143000.
33300.
660.
571.171/
4514.
4.4%
0.
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4010.
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143000.
31370.
690.
591.171/
4327.
3.9%
0.
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709.
441.
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29440.
720.
621.171/
4165.
3.0%
0.
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821.
133000.
27510.
740.
641.171/
4044.
3.0%
0.__
15125589.
248.
181.
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770.
661.171/
3905.
1.6%
0.__
14123658.
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770.
671.161/
3875.
1.8%
0.
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851.
123000.
21720.
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681.161/
3810.
1.2%
0.
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916.
171.
123000.
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790.
691.161/
3774.
0.2%
0.
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125.
481.
123000.
17860.
790.
691.161/
3777.
0.5%
0.
8510115935.
324.
791.
113000.
15930.
790.
681.161/
3810.
2.3%
0.
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544.
101.
113000.
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770.
671.151/
3909.
4.7%
0.
818112073.
773.
431.
103000.
12070.
720.
631.141/
4145.
4.8%
0.
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052.
791.
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10140.
680.
601.141/4___.
9.2%
0.
76618212.
362.
191.
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8210.
610.
541.131/
4888.
14.9%
0.
72516241.
831.
581.
164200.
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730.
621.181/
5737.
14.5%
0.
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100.
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144200.
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620.
531.161/
6803.
25.0%
0.
66313610.
480.
441.
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3610.
450.
411.101/
9369.
92.7%
0.
58212240.
030.
031.
005000.
2240.
040.
041.001/
9999.
73.7%
0.0611194-
0.01-
0.
011.
003900.
960.
010.
011.001/
9999.
99.9%
0.21X方向最大值层间位移角:1/
3774.===工况10===Y方向风荷载作用下的楼层最大位移FloorTowerJ__x__x-Y__e-YRatio-YhJ__xD__x-Dy__e-DyRatio-Dy__x-Dy/hDyR/DyRatio_AY
271446819.
2818.
561.
043000.
44680.
950.
941.011/
3164.
4.1%
0.
83261445218.
3317.
621.
043000.
44520.
990.
981.011/
3022.
18.2%
0.
87251440921.
8618.
761.
173000.
44190.
960.
841.151/
3115.
1.7%
0.
70241428420.
6617.
931.
153000.
42840.
920.
831.111/
3247.
1.2%
0.
78231410519.
9917.
231.
163000.
40900.
970.
851.141/
3078.
0.7%
0.
80221392118.
8016.
261.
163000.
39210.
950.
851.111/
3152.
0.2%
0.
85211373617.
8515.
411.
163000.
37360.
980.
861.131/
3069.
1.7%
0.
84201354816.
8714.
551.
163000.
35481.
000.
871.141/
3007.
1.2%
0.
85191335515.
8713.
681.
163000.
33551.
020.__
1.151/
2943.
1.0%
0.
85181316214.
8512.
801.
163000.
31621.
040.
901.161/2__
0.
0.8%
0.
85171296913.
8111.
901.
163000.
29691.
050.
901.171/
2846.
0.2%
0.
85161277612.
7611.
001.
163000.
27761.
060.
901.171/
2825.
0.3%
0.
84151258311.
7010.
091.
163000.
25831.
080.
911.191/
2788.
0.9%
0.
84141239010.
629.
181.
163000.
23901.
060.
901.181/
2839.
0.8%
0.
8313121979.
568.
281.
163000.
21971.
050.__
1.181/
2850.
1.4%
0.
8212120048.
517.
391.
153000.
20041.
040.
881.191/
2884.
2.2%
0.
8111118117.
476.
511.
153000.
18111.
020.
861.191/
2949.
2.8%
0.
8010116186.
455.
651.
143000.
16180.
990.
831.191/
3034.
4.1%
0.
799114255.
464.
811.
143000.
14250.
940.
791.191/
3175.
6.6%
0.
788112324.
524.
011.
133000.
12320.
860.
741.171/
3472.
5.6%
0.
757110393.
663.
261.
123000.
10390.
810.
701.171/36__.
8.5%
0.
74618462.
842.
561.
113000.
8460.
740.
631.161/
4076.
10.6%
0.
71517932.
141.
941.
104200.
7930.
870.
781.121/
4821.
16.0%
0.
69415081.
271.
161.
094200.
5080.
720.
651.111/
5840.
27.0%
0.
65313730.
550.
511.
074200.
3730.
520.
481.091/
8067.
92.0%
0.
56212250.
050.
041.
005000.
2250.
060.
051.001/
9999.
73.0%
0.071197-
0.01-
0.
011.
003900.___
0.
010.
011.001/
9999.
99.9%
0.21Y方向最大值层间位移角:1/
2788.===工况11===竖向恒载作用下的楼层最大位移FloorTowerJ__x__x-Z2714470-
3.082614462-
6.782514424-
3.442414274-
8.602314210-
7.522214041-
8.74211___1-
9.742013673-
10.561913480-
11.231813287-
11.741713094-
12.091612901-
12.291512708-
12.391412515-
12.231312322-
12.351212129-
12.281111936-
12.121011743-
11.87911550-
11.52811357-
10.41711164-
10.1461971-
9.6951637-
12.0141576-
6.8631400-
5.9521269-
6.6011108-
3.41===工况12===竖向活载作用下的楼层最大位移FloorTowerJ__x__x-Z2714469-
1.712614462-
2.292514424-
3.472414333-
3.662314210-
3.632213941-
3.61211___1-
3.572013673-
3.521913480-
3.451813287-
3.381713094-
3.301612901-
3.201512708-
3.101412515-
2.961312322-
2.871212115-
2.771111922-
2.681011729-
2.59911536-
2.49811357-
2.13711150-
2.0561957-
1.9551760-
1.7741535-
2.3131400-
2.2221269-
2.2911108-
1.34**********************************************************************框架柱地震倾覆弯矩百分比**********************************************************************柱倾覆弯矩墙倾覆弯矩柱倾覆弯矩百分比27层X向地震:
402.
40.
0100.00%27层Y向地震:
449.
10.
0100.00%26层X向地震:___
8.
90.
0100.00%26层Y向地震:
1273.
60.
0100.00%25层X向地震:
2311.
92371.
049.37%25层Y向地震:
2361.
22208.
351.67%24层X向地震:
3986.
74254.
448.38%24层Y向地震:
3953.
04257.
448.15%23层X向地震:
5656.
06507.
046.50%23层Y向地震:
5541.
27112.
243.79%22层X向地震:
7587.
29059.
245.58%22层Y向地震:
7535.
110252.
242.36%21层X向地震:96__.
511912.
044.86%21层Y向地震:
9871.
713673.
441.93%20层X向地震:
11990.
914946.
844.51%20层Y向地震:
12231.
417487.
541.16%19层X向地震:
14355.
418162.
244.15%19层Y向地震:
14648.
221601.
440.41%18层X向地震:
16806.
421495.
143.88%18层Y向地震:
17110.
925536.
540.12%17层X向地震:
19302.
525005.
343.56%17层Y向地震:
19590.
929320.
840.05%16层X向地震:
21943.
828615.
343.40%16层Y向地震:
22168.
033825.
439.59%15层X向地震:
24418.
632559.
442.86%15层Y向地震:
24548.
538850.
638.72%14层X向地震:
27416.2362__.
443.04%14层Y向地震:
27452.
843597.
738.64%13层X向地震:
30319.
040335.
542.91%13层Y向地震:
30258.6___
63.
438.34%12层X向地震:
33255.
244570.
742.73%12层Y向地震:
33066.
554030.
237.97%11层X向地震:
36222.
049005.
942.50%11层Y向地震:
35886.
059782.
737.51%10层X向地震:
39166.
953724.
742.16%10层Y向地震:___
81.
865981.
936.96%9层X向地震:
42256.4___
41.
641.88%9层Y向地震:
41580.
172541.
136.44%8层X向地震:
46058.
463348.
542.10%8层Y向地震:
45147.
879106.
536.34%7层X向地震:
49640.
268642.
541.97%7层Y向地震:
48481.
086356.
435.96%6层X向地震:
53206.
774544.
241.65%6层Y向地震:
52237.
593828.
835.76%5层X向地震:
57615.
582666.
641.07%5层Y向地震:
57670.
8105482.
235.35%4层X向地震:
61688.
295193.
639.32%4层Y向地震:
62204.
3118626.
534.40%3层X向地震:
66076.
9107630.
538.04%3层Y向地震:66__
5.
1131804.
333.67%2层X向地震:
67766.
2119446.
336.20%2层Y向地震:
68455.
6149998.
831.34%1层X向地震:
67921.41226__.
535.63%1层Y向地震:
68744.
5156774.
730.48%**********************************************************************框架柱地震剪力百分比**********************************************************************层号塔号柱剪力墙剪力柱剪力百分比11X
17.
3754.
72.24%Y
36.
01602.
42.20%21X
275.
62212.
711.07%Y
223.
63351.
06.26%31X
825.
12915.
222.06%Y
858.
42984.
722.34%41X
766.
22866.
321.09%Y
811.
72903.
221.85%51X
810.
51783.
231.25%Y
992.
82509.
828.34%61X
833.3____.
129.05%Y
869.
52362.
326.90%71X
842.
01852.
631.25%Y
763.
92279.
325.10%81X__
3.
41659.
834.99%Y
823.
82050.
328.66%91X
690.
21724.
228.59%Y
644.
22056.
123.86%101X
671.
21634.
429.11%Y
639.
11912.
725.05%111X
671.
61545.
030.30%Y
645.
41772.
026.70%121X
665.
51479.
031.03%Y
647.
51655.
728.11%131X
654.
61415.
631.62%Y
648.
21562.
929.31%141X
685.
71312.
634.32%Y
678.
01464.
631.64%151X
529.513__.
627.59%Y
525.
31555.
825.24%161X
584.
91268.
231.56%Y
591.
61454.
328.92%171X
553.
91238.
330.91%Y
567.
51437.
128.31%181X
544.
21180.
031.56%Y
565.
41393.
028.87%191X
523.
81124.
631.78%Y
555.
51340.
129.31%201X
512.
41045.
732.__%Y
543.
41264.
130.06%211X
460.
3972.
732.12%Y
539.8___
2.
832.08%221X
418.
4847.
433.05%Y
451.
91039.
930.29%231X
344.
5705.
532.81%Y
342.
0887.
427.82%241X
342.
9493.
141.02%Y
344.
2613.
435.95%251X
127.
6409.
923.74%Y
139.
0442.
723.__%261X
242.
90.
0100.00%Y
268.
00.
0100.00%271X
127.
20.
0100.00%Y
142.
40.
0100.00%**********************************************************************
0.2Q0调整系数**********************************************************************
0.2Qox=
739.
651.5Vx__x=
1340.
030.2Qoy=
775.
001.5Vy__x=14__.17FloorCoef_xCoef_yVcxVcy
12.
0002.
00017.
32535.
99422.
0002.
000275.
563223.
62731.
0001.
000825.
078858.
37641.
0001.
000766.
229811.
71251.
0001.
000810.
526992.
77761.
0001.
000833.
256869.
51071.
0001.
015842.
041763.
90481.
0001.000__
3.
354823.
83591.
0721.
203690.
226644.
209101.
1021.
213671.
192639.
130111.
1011.
201671.
617645.
383121.
1111.
197665.
543647.
455131.
1301.
196654.
587648.
188141.
0791.
143685.
744677.
995151.
3971.
475529.
496525.
329161.
2651.
310584.
872591.
583171.
3351.
366553.8__
567.
470181.
3591.
371544.
171565.
366191.
4121.
395523.
780555.
549201.
4431.
426512.
441543.
360211.
6071.
436460.
293539.
772221.
7681.
715418.
362451.__
2232.
0002.
000344.
542341.
955242.
0002.
000342.
911344.
241252.
0002.
000127.
585138.
978262.
0002.
000242.
863268.
031272.
0002.
000127.
160142.449。