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周期、地震力与振型输出文件侧刚分析方法考虑扭转耦联时的振动周期秒、X,Y方向的平动系数、扭转系数振型号周期转角平动系数XY扭转系数1066349000100000100000206414000024024000076305699180000760760000244021219000100000100000502068000029029000071601857180000710710000297011899000100000100000801179180000440440000569010730000560560000441000824180000560560000441100818900010000010000012007521800004404400005613006611800006706700003314006479000100000100000150060318000033033000067地震作用最大的方向0000度仅考虑X向地震作用时的地震力FLOOR层号TOWER塔号FXXX方向的耦联地震力在X方向的分量FXYX方向的耦联地震力在Y方向的分量FXTX方向的耦联地震力的扭矩振型1的地震力FLOORTOWERFXXFXYFXTKNKNKNM5100000000041000000000310000000002100000000011000000000振型2的地震力FLOORTOWERFXXFXYFXTKNKNKNM5163920001604654158100001437193147640001159342133340007938411167500038356振型3的地震力FLOORTOWERFXXFXYFXTKNKNKNM51228590001788924120885000160268311722800012931621121540008860711620500042905振型4的地震力FLOORTOWERFXXFXYFXTKNKNKNM5100000000041000000000310000000002100000000011000000000振型5的地震力FLOORTOWERFXXFXYFXTKNKNKNM5140570008605441109900019435312530000577022143680009419211320500066537振型6的地震力FLOORTOWERFXXFXYFXTKNKNKNM51980800087411412770000200213160670005773321106800009433011798200066621振型7的地震力FLOORTOWERFXXFXYFXTKNKNKNM5100000000041000000000310000000002100000000011000000000振型8的地震力FLOORTOWERFXXFXYFXTKNKNKNM5126950004075641205900033885313147000471582111730002174411350600055015振型9的地震力FLOORTOWERFXXFXYFXTKNKNKNM5134760004194041262600034466314125000480372114820002149911465800054936振型10的地震力FLOORTOWERFXXFXYFXTKNKNKNM511245000141634123480002821131763000108572117040001964111218000027615振型11的地震力FLOORTOWERFXXFXYFXTKNKNKNM5100000000041000000000310000000002100000000011000000000振型12的地震力FLOORTOWERFXXFXYFXTKNKNKNM51932000141374117580002780031556000104362113270001906311168800026224振型13的地震力FLOORTOWERFXXFXYFXTKNKNKNM5131400027304186300078553111520001098721106600010607116490006880振型14的地震力FLOORTOWERFXXFXYFXTKNKNKNM5100000000041000000000310000000002100000000011000000000振型15的地震力FLOORTOWERFXXFXYFXTKNKNKNM51150000278041414000787631558000108092152200010234113200006483各振型作用下X方向的基底剪力振型号剪力KN100022197437933040005494661215170008216792864108161100012631131861400015092各层X方向的作用力CQCFLOOR层号TOWER塔号FXX向地震作用下结构的地震反应力VXX向地震作用下结构的楼层剪力MXX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MXSTATICFXKNKNKNMKN注意下面分塔输出的剪重比不适合于上连多塔结构51292532925363463487760392184124661523665685682434963152831220717035850850845023923839211970683907455455694372161491115077922423993999888818582抗震规范525条要求的X向楼层最小剪重比160X方向的有效质量系数9950仅考虑Y向地震时的地震力FLOOR层号TOWER塔号FYXY方向的耦联地震力在X方向的分量FYYY方向的耦联地震力在Y方向的分量FYTY方向的耦联地震力的扭矩振型1的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100026558004410002370600431000190490032100012971002110006194001振型2的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000441000000004310000000032100000000211000000001振型3的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型4的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100014822001410003221000310001003600021000161820011100011293000振型5的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000141000000000310000000002100000000111000000000振型6的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型7的地震力FLOORTOWERFYXFYYFYTKNKNKNM510006483000410005437000310007441000210003519000110008651000振型8的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型9的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型10的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型11的地震力FLOORTOWERFYXFYYFYTKNKNKNM510002337000410004651000310001798000210003187000110004488000振型12的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型13的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000振型14的地震力FLOORTOWERFYXFYYFYTKNKNKNM51000496000410001418000310001961000210001871000110001202000振型15的地震力FLOORTOWERFYXFYYFYTKNKNKNM5100000000041000000000310000000002100000000011000000000各振型作用下Y方向的基底剪力振型号剪力KN188479200030004194685000600075775800090001000011181712000130001437115000各层Y方向的作用力CQCFLOOR层号TOWER塔号FYY向地震作用下结构的地震反应力VYY向地震作用下结构的楼层剪力MYY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MYSTATICFYKNKNKNMKN注意下面分塔输出的剪重比不适合于上连多塔结构51310143101467267293042342074124903533585785782509592750031228807003450650645453820793212146082826449449691744140851116642909693933939777407486抗震规范525条要求的Y向楼层最小剪重比160Y方向的有效质量系数9950耦联时的振型FLOOR层号TOWER塔号XDISP耦联振型在X方向的位移分量YDISP耦联振型在Y方向的位移分量ANGLEZ耦联振型绕Z轴的转角振型1FLOORTOWERXDISPYDISPANGLEZMMMMRAD5100001000000041000008930000310000071700002100000488000011000002300000振型2FLOORTOWERXDISPYDISPANGLEZMMMMRAD5110000000013341090900000119310745000000962105220000006611025800000031振型3FLOORTOWERXDISPYDISPANGLEZMMMMRAD5110000000004241091400000037310754000000302105320000002111026800000010振型4FLOORTOWERXDISPYDISPANGLEZMMMMRAD5100000916000041000001990000310000062000002100001000000011000006880000振型5FLOORTOWERXDISPYDISPANGLEZMMMMRAD5109290000010541025200000024310579000000702110000000011511072300000080振型6FLOORTOWERXDISPYDISPANGLEZMMMMRAD5109180000004341025900000010310568000000292110000000004711073700000033振型7FLOORTOWERXDISPYDISPANGLEZMMMMRAD5100000760000041000006380000310000087300002100000413000011000010000000振型8FLOORTOWERXDISPYDISPANGLEZMMMMRAD5107800000006341059600000052310911000000722103390000003311100000000083振型9FLOORTOWERXDISPYDISPANGLEZMMMMRAD5107570000004941057200000040310899000000562103230000002511100000000063振型10FLOORTOWERXDISPYDISPANGLEZMMMMRAD5105300000003241100000000064310325000000252107260000004411091500000061振型11FLOORTOWERX
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