【土木工程】中成旅馆设计pkpm计算书

江西理工大学工民建PKPM电算书题目中成旅馆学院建筑与测绘工程学院专业土木工程班级061学生学号03指导教师职称工程师/|公司名称|SATWE位移输出文件|文件名称WDISPOUT|工程名称中成旅馆设计人李斯琪|工程代号校核人日期2010/6/2|/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_AX614401239117710530004681551061471/1934624083513681139105210830003961801661091/16693211344129697388211030003272302131081/13021741463122474967411130002242712471101/1107321302115048045210630001742872691071/104632210211761941831063000761941831061/1545999061X方向最大值层间位移角1/1046工况2Y方向地震力作用下的楼层最大位移FLOORTOWERJMAXMAXYAVEYRATIOYHJMAXDMAXDYAVEDYRATIODYMAXDY/HDYR/DYRATIO_AY615041491119912430005041261051191/2386605083514321375110012530004322061711211/145430013541360117893512630003602732231221/10991611473128891171412830002883252591261/923381302121658945512930002163492691301/8603021031114224118712930001422411871291/1246974062Y方向最大值层间位移角1/860工况3X方向风荷载作用下的楼层最大位移FLOORTOWERJMAXMAXXAVEXRATIOXHJMAXDMAXDXAVEDXRATIODXMAXDX/HDXR/DXRATIO_AX6144008308010430004680090061611/99997220835136807707210730003960110101141/99994021444129606706110930002960140131071/99992411613122405204811030002240180171091/9999941442115003403310530001740200191061/999927511411760140141053000760140141051/9999990068X方向最大值层间位移角1/9999工况4Y方向风荷载作用下的楼层最大位移FLOORTOWERJMAXMAXYAVEYRATIOYHJMAXDMAXDYAVEDYRATIODYMAXDY/HDYR/DYRATIO_AY6143741540210330004680300291051/98517240835136538637210430003970520501041/57363951444129333432010530003250730701041/41282331623122126324810630002210890851051/33591031452121617416110830001471000931081/29922691151114207406810830001420740681081/4058999070Y方向最大值层间位移角1/2992工况5竖向恒载作用下的楼层最大位移FLOORTOWERJMAXMAXZ614870945141514141343164312711612119913311125079工况6竖向活载作用下的楼层最大位移FLOORTOWERJMAXMAXZ61456079513840774131207131240060211660451192025/|公司名称|建筑结构的总信息|SATWE中文版|文件名WMASSOUT|工程名称中成旅馆设计人李斯琪|工程代号校核人日期2010/6/2|/总信息结构材料信息钢砼结构混凝土容重KN/M3GC2700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/M2WO035地面粗糙程度B类结构基本周期（秒）T1029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NMODE15地震烈度NAF700场地类别KD2设计地震分组一组特征周期TG035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、墙活荷载是否折减不折算传到基础的活荷载是否折减折算柱，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_STRENGTHEN600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MMTT614586796111800010777499514586896111500090921423414586896111200090921423314586896119000909214232145877942760009360146411458829341300094811491活载产生的总质量T772185恒载产生的总质量T5689283结构的总质量T6461468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MM111152072200203000300021114207220020300060003111020702002030009000411102070200203000120005111020702002030001500061110207020020300018000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Y61403940412122119921206360513663770352219294404918508413285109968181736257853586431296113951100315720735857937212778167316021148448842844621125831931218131391410233115162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BMIN111491124593935898216698982166921146376459394690651661906516613114227245929629192164691921646411422724592962919216469192164651142272459296291921646919216466114227245929629192164691921646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/GI1117358310021739491003173903100417390310051739031006179251107计算信息PROJECTFILENAME中成旅馆计算日期201062开始时间131851可用内存36700MB第一步计算每层刚度中心、自由度等信息开始时间131851第二步组装刚度矩阵并分解开始时间131853CALCULATEBLOCKINFORMATION刚度块总数1自由度总数1344大约需要36MB硬盘空间刚度组装从1行到1344行第三步地震作用分析开始时间131853方法1侧刚模型起始列1终止列36第四步计算位移开始时间131854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39列写出位移文件第五步计算杆件内力开始时间131855活载随机加载计算计算杆件内力结束日期201062时间131859总用时008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FLOORNO1TOWERNO1XSTIF456693MYSTIF92762MALF450000DEGREEXMASS458819MYMASS93409MGMASS12463290TEEX00077EEY00023RATX10000RATY10000RATX120797RATY120352薄弱层地震剪力放大系数100RJX13426E06KN/MRJY14032E06KN/MRJZ00000E00KN/MFLOORNO2TOWERNO1XSTIF456693MYSTIF92762MALF450000DEGREEXMASS458775MYMASS94266MGMASS12288125TEEX00075EEY00054RATX06421RATY06535RATX113914RATY113832薄弱层地震剪力放大系数100RJX86206E05KN/MRJY91701E05KN/MRJZ00000E00KN/MFLOORNO3TOWERNO1XSTIF456544MYSTIF95184MALF450000DEGREEXMASS458683MYMASS96113MGMASS11937113TEEX00076EEY00033RATX09148RATY09202RATX113075RATY113137薄弱层地震剪力放大系数100RJX78864E05KN/MRJY84385E05KN/MRJZ00000E00KN/MFLOORNO4TOWERNO1XSTIF456544MYSTIF95184MALF450000DEGREEXMASS458683MYMASS96113MGMASS11937113TEEX00076EEY00033RATX09768RATY09773RATX113020RATY113157薄弱层地震剪力放大系数100RJX77031E05KN/MRJY82471E05KN/MRJZ00000E00KN/MFLOORNO5TOWERNO1XSTIF456544MYSTIF95184MALF450000DEGREEXMASS458683MYMASS96113MGMASS11937113TEEX00076EEY00033RATX09922RATY09914RATX113139RATY113334薄弱层地震剪力放大系数100RJX76432E05KN/MRJY81761E05KN/MRJZ00000E00KN/MFLOORNO6TOWERNO1XSTIF456544MYSTIF95184MALF450000DEGREEXMASS458674MYMASS96109MGMASS11773782TEEX00076EEY00033RATX09514RATY09375RATX112500RATY112500薄弱层地震剪力放大系数100RJX72716E05KN/MRJY76650E05KN/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2965491023171127984000Y风荷载54276341228004420000X地震296549102985539933000Y地震54276343061181773000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10134E070140E07300646156234651520862E060917E06300536434821512830789E060844E06300428185526591240770E060825E06300323047154765950764E060818E0630021790105231125760727E060767E06300112751934820394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大于20,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_BUX,Y6105731E0405511E041001005106941E0406941E041211264108082E0408082E041161163108935E0408946E041111112109548E0409797E041071101101063E0501071E05111109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10898615410010000000020867491551000001000003086451462109506502900540855153690970340630035077434406000000000100607449106890090010080917028691231001000000008028101738810009900100090278291241000001000001002778833409700109600311025001034500300000309712024834033000000000100130160403410010000000014015891795110010000000015015708943099000098001地震作用最大的方向0621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FLOORTOWERFXXFXYFXTKNKNKNM6130596842476351258976974055412209858735123116938445272121107862811732114325113669振型2的地震力FLOORTOWERFXXFXYFXTKNKNKNM610238570875102072606641017621052310134770382100930602511003124013振型3的地震力FLOORTOWERFXXFXYFXTKNKNKNM61252891684810990751214541435394354411821812237819703113833936264853219218613249030113795251420700振型4的地震力FLOORTOWERFXXFXYFXTKNKNKNM61132961798962875511123515289540244195201301146758317195991736650214854658827121112011272311387振型5的地震力FLOORTOWERFXXFXYFXTKNKNKNM61003003574651005005479341005005409931004004315321002002201911001001820振型6的地震力FLOORTOWERFXXFXYFXTKNKNKNM613461104565765126988947886412187314041631151523302952112543621326110561999017振型7的地震力FLOORTOWERFXXFXYFXTKNKNKNM61167093571912515598108230416792155156031154233342634211571533724111179601731092振型8的地震力FLOORTOWERFXXFXYFXTKNKNKNM612095022741967051710977979354184659155692311935421071609521211482220201461111033114811172振型9的地震力FLOORTOWERFXXFXYFXTKNKNKNM610073410015100311702241003136039310073140422100732303511004166019振型10的地震力FLOORTOWERFXXFXYFXTKNKNKNM6128224566314510958432340411149802318312602264565821295246266291115612903525振型11的地震力FLOORTOWERFXXFXYFXTKNKNKNM6103917319068510080536595410170637484310321471746321069275205561104116811004振型12的地震力FLOORTOWERFXXFXYFXTKNKNKNM61002000291151002003968410000001163310020022657210030022722110020011394振型13的地震力FLOORTOWERFXXFXYFXTKNKNKNM61851904753951440702911704110153058151331195200807121898705516141180550481205振型14的地震力FLOORTOWERFXXFXYFXTKNKNKNM6110809094427515351052261411288311212831295501817432111601095327611106830874291振型15的地震力FLOORTOWERFXXFXYFXTKNKNKNM610011281855100006310741001152217310010350242100213534211001126318各振型作用下X方向的基底剪力振型号剪力KN111064020843918084481115020611657235848319429010104471111312004139048141190515002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6178410784106956952352301441555158558132779609609630198914724155179174797541541114069673177315066720819648648617408895488321490372344624374372410005376671128769248794385385312237819091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9569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FLOORTOWERFYXFYYFYTKNKNKNM618200231285169401910941592016094314540120732128900804611116003018振型2的地震力FLOORTOWERFYXFYYFYTKNKNKNM618373156532075172226745244241625228571910314861756814012131311252923111274576463振型3的地震力FLOORTOWERFYXFYYFYTKNKNKNM6116926112767355951143599607631504112193819054862319259626643405216169410432815112540168313854振型4的地震力FLOORTOWERFYXFYYFYTKNKNKNM6118106244988562251152992082073570411296417719636743197991350549910216610897136933112738370815507振型5的地震力FLOORTOWERFYXFYYFYTKNKNKNM61002002411351004004343141003003293431003003225621002002144511001001587振型6的地震力FLOORTOWERFYXFYYFYTKNKNKNM6111523677188458518972962159510417272436134629315021742100915214161452710381118766330037振型7的地震力FLOORTOWERFYXFYYFYTKNKNKNM613780080435112700200541154004035313490080602135600805511180004025振型8的地震力FLOORTOWERFYXFYYFYTKNKNKNM61218823820555174308182941884096595312022220168121220923221041111531201167振型9的地震力FLOORTOWERFYXFYYFYTKNKNKNM6136116625041511335683106741135663718783132815309204421340157371685111738091947振型10的地震力FLOORTOWERFYXFYYFYTKNKNKNM61233220288521525178469671932841943809119148312146187004673221243720332547561112841065229116振型11的地震力FLOORTOWERFYXFYYFYTKNKNKNM6114765772426510302002504941065241284263112255966332212631045780771115663941799振型12的地震力FLOORTOWERFYXFYYFYTKNKNKNM610010001615510010015374100000064531001001147321002001150911001001773振型13的地震力FLOORTOWERFYXFYYFYTKNKNKNM610510000035102700000741061000009310120000002105400001011049000007振型14的地震力FLOORTOWERFYXFYYFYTKNKNKNM610850010035104200000241101001001310230000142109100102611084001034振型15的地震力FLOORTOWERFYXFYYFYTKNKNKNM61098105471526251039519787984111312565178483104429111957211251113728220111121038726212各振型作用下Y方向的基底剪力振型号剪力KN1079211456334112548922050106129327012834992346610305211116271200113000140011511398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6178307783076956952349211481445159529135696623623640253946444153085179164555555116859275715315134721369149949917881125678621461172411394504502478404389741124354255099395395321216719753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9403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1FLOORTOWERXDISPYDISPANGLEZMMMMRAD610452001200005104160011000041035500090000310272000700002101670004000011006600020000振型2FLOORTOWERXDISPYDISPANGLEZMMMMRAD610012045200005100110416000041001003560000310008027300002100050168000011000200680000振型3FLOORTOWERXDISPYDISPANGLEZMMMMRAD610548036500105105040337000941042802880008310325022000062102090139000411008500560002振型4FLOORTOWERXDISPYDISPANGLEZMMMMRAD610405054800085103710505000741031504300006310238032800052101540210000311006300850001振型5FLOORTOWERXDISPYDISPANGLE