【土木工程】教学楼——创新楼设计电算

建筑结构的总信息SATWE中文版文件名WMASSOUT工程名称创新教学楼设计人卢金平工程代号校核人日期2010/5/31总信息结构材料信息钢砼结构混凝土容重KN/M3GC2500钢材容重KN/M3GS7800水平力的夹角RADARF000地下室层数MBASE0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X,Y两个方向的风荷载地震力计算信息计算X,Y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结构裙房层数MANNEX0转换层所在层号MCHANGE0墙元细分最大控制长度MDMAX200墙元侧向节点信息内部节点是否对全楼强制采用刚性楼板假定否采用的楼层刚度算法层间剪力比层间位移算法结构所在地区全国风荷载信息修正后的基本风压KN/M2WO050地面粗糙程度B类结构基本周期（秒）T1086体形变化分段数MPART1各段最高层号NSTI6各段体形系数USI130地震信息振型组合方法CQC耦联SRSS非耦联CQC计算振型数NMODE18地震烈度NAF700场地类别KD2设计地震分组二组特征周期TG040多遇地震影响系数最大值RMAX1008罕遇地震影响系数最大值RMAX2050框架的抗震等级NF3剪力墙的抗震等级NW3活荷质量折减系数RMC050周期折减系数TC070结构的阻尼比DAMP500是否考虑偶然偏心否是否考虑双向地震扭转效应否斜交抗侧力构件方向的附加地震数0活荷载信息考虑活荷不利布置的层数从第1到6层柱、墙活荷载是否折减折算传到基础的活荷载是否折减不折算柱，墙，基础活荷载折减系数计算截面以上的层数折减系数110023085450706806592006020055调整信息中梁刚度增大系数BK100梁端弯矩调幅系数BT090梁设计弯矩增大系数BM100连梁刚度折减系数BLZ070梁扭矩折减系数TB040全楼地震力放大系数RSF10002QO调整起始层号KQ1002QO调整终止层号KQ20顶塔楼内力放大起算层号NTL0顶塔楼内力放大RTL100九度结构及一级框架梁柱超配筋系数CPCOEF91115是否按抗震规范525调整楼层地震力IAUTO5251是否调整与框支柱相连的梁内力IREGU_KZZB0剪力墙加强区起算层号LEV_JLQJQ1强制指定的薄弱层个数NWEAK0配筋信息梁主筋强度N/MM2IB300柱主筋强度N/MM2IC300墙主筋强度N/MM2IW210梁箍筋强度N/MM2JB210柱箍筋强度N/MM2JC210墙分布筋强度N/MM2JWH210梁箍筋最大间距MMSB10000柱箍筋最大间距MMSC10000墙水平分布筋最大间距MMSWH20000墙竖向筋分布最小配筋率RWV030单独指定墙竖向分布筋配筋率的层数NSW0单独指定的墙竖向分布筋配筋率RWV1060设计信息结构重要性系数RWO100柱计算长度计算原则有侧移梁柱重叠部分简化不作为刚域是否考虑PDELT效应否柱配筋计算原则按单偏压计算钢构件截面净毛面积比RN085梁保护层厚度MMBCB3000柱保护层厚度MMACA3000是否按砼规范73113计算砼柱计算长度系数否荷载组合信息恒载分项系数CDEAD120活载分项系数CLIVE140风荷载分项系数CWIND140水平地震力分项系数CEA_H130竖向地震力分项系数CEA_V050特殊荷载分项系数CSPY000活荷载的组合系数CD_L070风荷载的组合系数CD_W060活荷载的重力荷载代表值系数CEA_L050剪力墙底部加强区信息剪力墙底部加强区层数IWF2剪力墙底部加强区高度MZ_STRENGTHEN880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MMTT6126895312872320010366424512691831447196009263123441269183144716000926312343126918314471240092631234212691831447880092631234112691831441520096721234活载产生的总质量T659398恒载产生的总质量T5708804结构的总质量T6368202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1T1000KG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MM1110125642502552005200211012564250253600880031101256425025360012400411012564250253600160005110125642502536001960061101256425025360023200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Y617934793285632831328311819517234151783172993662773441541653521701613027043898166747315807275126033240281138410772921516832683779721385135221564091169453962584012874016396241670各楼层等效尺寸单位M,M2层号塔号面积形心X形心Y等效宽B等效高H最大宽BMAX最小宽BMIN111112402683308370291662702916622111124026833083702916627029166231111240268330837029166270291662411112402683308370291662702916625111124026833083702916627029166261120960269031287029168970291689各楼层的单位面积质量分布单位KG/M2层号塔号单位面积质量GI质量比MAXGI/GI1,GI/GI1119804310421943601003194360100419436010051943601066189196100计算信息PROJECTFILENAMEBYSJ计算日期201065开始时间15422可用内存97600MB第一步计算每层刚度中心、自由度等信息开始时间15422第二步组装刚度矩阵并分解开始时间15423CALCULATEBLOCKINFORMATION刚度块总数1自由度总数1200大约需要33MB硬盘空间刚度组装从1行到1200行第三步地震作用分析开始时间15423方法1侧刚模型起始列1终止列18第四步计算位移开始时间15423形成地震荷载向量形成风荷载向量形成垂直荷载向量CALCULATEDISPLACEMENTLDLT回代从1列到45列写出位移文件第五步计算杆件内力开始时间15424活载随机加载计算计算杆件内力结束日期201065时间15427总用时005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XMASS，YMASS质心的X，Y坐标值GMASS总质量EEX，EEYX，Y方向的偏心率RATX，RATYX，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，RATY1X，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FLOORNO1TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS269176MYMASS314415MGMASS12140353TEEX00009EEY00075RATX10000RATY10000RATX107386RATY107597薄弱层地震剪力放大系数115RJX23612E05KN/MRJY23871E05KN/MRJZ00000E00KN/MFLOORNO2TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS269182MYMASS314472MGMASS11730753TEEX00009EEY00078RATX16435RATY16403RATX111944RATY112588薄弱层地震剪力放大系数100RJX38807E05KN/MRJY39156E05KN/MRJZ00000E00KN/MFLOORNO3TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS269182MYMASS314472MGMASS11730753TEEX00009EEY00078RATX10421RATY10135RATX112520RATY113341薄弱层地震剪力放大系数100RJX40441E05KN/MRJY39685E05KN/MRJZ00000E00KN/MFLOORNO4TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS269182MYMASS314472MGMASS11730753TEEX00009EEY00078RATX10046RATY09824RATX112672RATY113645薄弱层地震剪力放大系数100RJX40628E05KN/MRJY38986E05KN/MRJZ00000E00KN/MFLOORNO5TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS269182MYMASS314472MGMASS11730753TEEX00009EEY00078RATX10036RATY09740RATX112829RATY113724薄弱层地震剪力放大系数100RJX40775E05KN/MRJY37973E05KN/MRJZ00000E00KN/MFLOORNO6TOWERNO1XSTIF268980MYSTIF312760MALF450000DEGREEXMASS268948MYMASS312867MGMASS11212637TEEX00001EEY00005RATX09743RATY09108RATX112500RATY112500薄弱层地震剪力放大系数100RJX39728E05KN/MRJY34587E05KN/MRJZ00000E00KN/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229255286128437409000Y风荷载55403362535962185000X地震229255283082197438000Y地震55403363062861809000结构整体稳定验算结果层号X向刚度Y向刚度层高上部重量X刚重比Y刚重比10236E060239E06520636821928194920388E060392E06360527762647267130404E060397E06360422793444337940406E060390E06360317824602441650408E060380E06360212866896642260397E060346E06360107891325611541该结构刚重比DIHI/GI大于10,能够通过高规544的整体稳定验算该结构刚重比DIHI/GI小于20,应该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_BUX,Y6103772E0404187E041001005104244E0404476E041131074105195E0405430E041221213105682E0406146E041091132106032E0407106E041061161106037E0406818E04100096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11483990201000001000002147770211001000000003140971731600000000010040473590161000001000005047100181001000000006044991729800000000010070264417994100100000000802615899310000010000090248416828000000000100100177617994100100000000110175589931000001000001201671165970000000001001301332179891001000000001401321898610000010000015012641653600000000010016011091795910010000000017011068957100000100000180106216626000000000100地震作用最大的方向0015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FLOORTOWERFXXFXYFXTKNKNKNM610011570205100014201841000127016310001070142100008201111000054007振型2的地震力FLOORTOWERFXXFXYFXTKNKNKNM614522217348400514126015443272413721513838596313146311632256212425208824569111617405916331振型3的地震力FLOORTOWERFXXFXYFXTKNKNKNM611190165029651102012450224109301140238310790093375021061007258731104200417396振型4的地震力FLOORTOWERFXXFXYFXTKNKNKNM610000790115100004000641000011001310000570072100007901011000070009振型5的地震力FLOORTOWERFXXFXYFXTKNKNKNM6128185088300295114774043150334133940133988312009606321093212831108729446112500507726304振型6的地震力FLOORTOWERFXXFXYFXTKNKNKNM61070009291895103400314513410080024067310480062077221067008290181106100726111振型7的地震力FLOORTOWERFXXFXYFXTKNKNKNM611134801179705125210021520411269401384363182830095522215628006382811133030149109振型8的地震力FLOORTOWERFXXFXYFXTKNKNKNM610000140025100000300041000016002310000100012100000700111000016002振型9的地震力FLOORTOWERFXXFXYFXTKNKNKNM610110027383510030011745410120038285310080025416210050013610110130038823振型10的地震力FLOORTOWERFXXFXYFXTKNKNKNM614741005334551565300636664137710042560316013006396021322700421971164140074256振型11的地震力FLOORTOWERFXXFXYFXTKNKNKNM610000060015100000700141000005001310000080012100000400111000008001振型12的地震力FLOORTOWERFXXFXYFXTKNKNKNM610050012992510050013626410030012427310060013839210030012164110060024068振型13的地震力FLOORTOWERFXXFXYFXTKNKNKNM611661003139151358800727894122600041719311246003101621355300727511124850051919振型14的地震力FLOORTOWERFXXFXYFXTKNKNKNM610000040015100000800241000005001310000030012100000800211000006001振型15的地震力FLOORTOWERFXXFXYFXTKNKNKNM61002001120251005001261841003001163831002000948210040012602110030011777振型16的地震力FLOORTOWERFXXFXYFXTKNKNKNM613350023545196600796241139101013713114530101420211139008110511537004519振型17的地震力FLOORTOWERFXXFXYFXTKNKNKNM610000030015100000700241000011002310000110032100000900211000004001振型18的地震力FLOORTOWERFXXFXYFXTKNKNKNM610010003125100200090541003001130131003001135421002001105411001000487各振型作用下X方向的基底剪力振型号剪力KN1002219558534954000533847608076781800090061018581100012002135111400015001160921700018000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615449454494505505196178105094514435896874455455542879609894139705130073409409100325149787313882015709637237215511383858521383051802303423422170513273831134034199280313313315691716812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9898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FLOORTOWERFYXFYYFYTKNKNKNM611544566258815114241268529041128368924748311083092939962108323664307011055157642067振型2的地震力FLOORTOWERFYXFYYFYTKNKNKNM611680011805115400116141139001144311170001202109000009111060000061振型3的地震力FLOORTOWERFYXFYYFYTKNKNKNM610140025936510120015314410110014749310090013983210070013054110050012053振型4的地震力FLOORTOWERFYXFYYFYTKNKNKNM6108129433406851043148232190410104123294310582117226052108229497380011072262453467振型5的地震力FLOORTOWERFYXFYYFYTKNKNKNM610900000965104700004841011000013310640000682109100009411080000084振型6的地震力FLOORTOWERFYXFYYFYTKNKNKNM61009001380451004000189141001000530310060012707210090013782110080013403振型7的地震力FLOORTOWERFYXFYYFYTKNKNKNM610120000085100300000241013000009310080000062100600000411014000009振型8的地震力FLOORTOWERFYXFYYFYTKNKNKNM6101411242173451003264220341016126601709310108212120821007562369811016134131839振型9的地震力FLOORTOWERFYXFYYFYTKNKNKNM6100200115865100100037541003001178031002000116421001000775110030011896振型10的地震力FLOORTOWERFYXFYYFYTKNKNKNM610050000035100600000441004000003310060000042100300000211007000004振型11的地震力FLOORTOWERFYXFYYFYTKNKNKNM6100645638615100755298634100536786573100858729332100432335611100862271003振型12的地震力FLOORTOWERFYXFYYFYTKNKNKNM6100100076251001000923410010006183100100097721001000551110020001035振型13的地震力FLOORTOWERFYXFYYFYTKNKNKNM610030000035100700000541004000003310020000022100700000511005000004振型14的地震力FLOORTOWERFYXFYYFYTKNKNKNM610041577363510083432693410052157413310031221263210083407681110062353461振型15的地震力FLOORTOWERFYXFYYFYTKNKNKNM610010003145100100068341001000427310000002472100100067911001000464振型16的地震力FLOORTOWERFYXFYYFYTKNKNKNM610020000025100700000641009000009310100000102100800000711004000004振型17的地震力FLOORTOWERFYXFYYFYTKNKNKNM610023190845100792521941010133131031011138732021008108324811004505114振型18的地震力FLOORTOWERFYXFYYFYTKNKNKNM610000000755100000021841001000314310010003272100100025411000000117各振型作用下Y方向的基底剪力振型号剪力KN1194179200330074367815000600170008676490001000011176512000130001446915000160001708418000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615536455364513513199310104792514427597635459459548753607304139374130103409409100891849576313885415632037037015528553842121387401789723393392165361272671134700198030311311314086516741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9898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1FLOORTOWERXDISPYDISPANGLEZMMMMRAD610003100000005100030940000041000308410000310002070500002100020539000011000103460000振型2FLOORTOWERXDISPYDISPANGLEZMMMMRAD611000000400025109490004000241085600030002310724000300022105580002000111035800010001振型3FLOORTOWERXDISPYDISPANGLEZMMMMRAD611000013409375108980104088041081200930787310690007706602105360059050611035200380327振型4FLOORTOWERXDISPYDISPANGLEZMMMMRAD610003095900005100010503000041000001400000310002071800002100031000000011000208570000振型5FLOORTOWERXDISPYDISPANGLEZMMMMRAD610957000300025105220002000141012000000000310710000200022110000003000211085100030002振型6FLOORTOWERXDISPYDISPANGLEZMMMMRAD610994013109215105100051048141012400250135310709009106882110000121096211086601020832振型7FLOORTOWERXDISPYDISPANGLEZMMMMRAD610851000100015101970000000041099100010001310646000100012104390000000111100000010002振型8FLOORTOWERXDISPYDISPANGLEZMMMMRAD610001083600005100000205000041000109800000310001063600002100010435000011000110000000振型9FLOORTOWERXDISPYDISPANGLEZMMMMRAD610584012308295101530042020641066101380977310428008106392102830064042611066801371000振型10FLOORTOWERXDISPYDISPANGLEZMMMMRAD610737000100015109150001000141061000010001310973000100012105220001000111100000010001振型11FLOORTOWERXDISPYDISPANGLEZMMMMRAD610001073100005100010922000041000106130000310001097900002100010539000011000110000000振型12FLOORTOWERXDISPYDISPANGLEZMMMMRAD610501012307295106300162092741039900930621310652016609822103540085055411066701661000振型13FLOORTOWERXDISPYDISPANGLEZMMMMRAD610445000100015110000002000241063000010001310347000100012109900002000211066700010001振型14FLOORTOWERXDISPYDISPANGLEZMMMMRAD610001044100005100021000000041000106290000310001035600002100020993000011000206600000振型15FLOORTOWERXDISPYDISPANGLEZMMMMRAD610345008804375107790203100041049701330626310266006803622107670200099411051301340653振型16FLOORTOWERXDISPYDISPANGLEZMMMMRAD610222000200015106650005000141095700070002311000000700022107840006000211035600020001振型17FLOORTOWERXDISPYDISPANGLEZMMMMRAD610002022100005100050667000041000709600000310008100000012100060781000011000303500000振型18FLOORTOWERXDISPYDISPANGLEZMMMMRAD610216005202195106490158066841093802300961310981024010002107670188077911034600840346各楼层地震剪力系数调整情况抗震规范525验算层号X向调整系数Y向调整系数110001000210001000310001000410001000510001000610001000所有位移的单位为毫米FLOOR层号TOWER塔号JMAX最大位移对应的节点号JMAXD最大层间位移对应的节点号MAXZ节点的最大竖向位移H层高MAXX，MAXYX,Y方向的节点最大位移AVEX，AVEYX,Y方向的层平均位移MAXDX，MAXDYX,Y方向的最大层间位移AVEDX，AVEDYX,Y方向的平均层间位移RATIOX,RATIOY最大位移与层平均位移的比值RATIODX,RATIODY最大层间位移与平均层间位移的比值MAXDX/H，MAXDY/HX,Y方向的最大层间位移角DXR/DX,DYR/DYX,Y方向的有害位移角占总位移角的百分比例RATIO_AX,RATIO_AY本层位移角与上层位移角的13倍及上三层平均位移角的12倍的比值的大者XDISP，YDISP，ZDISP节点X,Y,Z方向的位移工况1X方向地震力作用下的楼层最大位移FLOORTOWERJMAXMAXXAVEXRATIOXHJMAXDMAXDXAVEDXRATIODXMAXDX/HDXR/DXRATIO_AX613992338232710036003991391371011/2598732083513382216220610036003382392381011/1507348144412731998198910036002733223201011/1119213156312081693168610036002083903881001/922196140211431312130610036001394684641011/77025812311788478441005200788478441001/614999125X方向最大值层间位移角1/614工况2Y方向地震力作用下的楼层最大位移FLOORTOWERJMAXMAXYAVEYRATIOYHJMAXDMAXDYAVEDYRATIODYMAXDY/HDYR/DYRATIO_AY614502371236510036004491611601001/2242606083513852227222110036003852582571001/13972981344132019901