|建筑結(jié)構(gòu)的總信息||SATWEE中文版||文件名:WMAASS.OUUT|||||//////////////////////////////////////////////////////////////////////////////////////////總信信息................................................................................................................................................結(jié)構(gòu)構(gòu)材料信息:鋼砼結(jié)構(gòu)混凝凝土容重(kN//m3):Gcc=25.000鋼材材容重(kN//m3):Gs=788.00水平平力的夾角(Radd):ARF=0.00地下下室層數(shù):MBBASE=0豎向向荷載計(jì)算信信息:按模擬施工工加荷計(jì)算方方式風(fēng)荷荷載計(jì)算信息息:計(jì)算X,Y兩個(gè)方向的的風(fēng)荷載地震震力計(jì)算信息息:計(jì)算X,Y兩個(gè)方向的的地震力特殊殊荷載計(jì)算信信息:不計(jì)算結(jié)構(gòu)構(gòu)類(lèi)別:框架結(jié)構(gòu)裙房房層數(shù):MMANNEXX=0轉(zhuǎn)換換層所在層號(hào)號(hào)：MCHANNGE=00墻元元細(xì)分最大控控制長(zhǎng)度(m)DMMAX=2.000墻元元側(cè)向節(jié)點(diǎn)信信息:內(nèi)部節(jié)點(diǎn)是否否對(duì)全樓強(qiáng)制制采用剛性樓樓板假定是采用用的樓層剛度度算法層間剪力比比層間位移算算法風(fēng)荷荷載信息................................................................................................................................修正正后的基本風(fēng)風(fēng)壓(kN//m2):WWO=0.355地面面粗糙程度:B類(lèi)結(jié)構(gòu)構(gòu)基本周期（秒秒）:T1=00.15體形形變化分段數(shù)數(shù):MMPART==1各段段最高層號(hào):NSTii=4各段段體形系數(shù):USii=1.30地震震信息..........................................................................................................................................振型型組合方法(CQC耦聯(lián);SRSS非耦聯(lián))CQQC計(jì)算算振型數(shù):NMMODE=9地震震烈度:NAF=66.00場(chǎng)地地類(lèi)別:KD=2設(shè)計(jì)計(jì)地震分組:一組特征征周期TG=00.35多遇遇地震影響系系數(shù)最大值Rmax11=0.04罕遇遇地震影響系系數(shù)最大值Rmax22=0.50框架架的抗震等級(jí)級(jí):NF==5剪力力墻的抗震等等級(jí):NNW=55活荷荷質(zhì)量折減系系數(shù):RMMC=0.500周期期折減系數(shù):TCC=0.80結(jié)構(gòu)構(gòu)的阻尼比(%)::DAMPP=5.00是否否考慮偶然偏偏心:否是否否考慮雙向地地震扭轉(zhuǎn)效應(yīng)應(yīng):否斜交交抗側(cè)力構(gòu)件件方向的附加加地震數(shù)=0活荷荷載信息...........................................................................................................................................考慮慮活荷不利布布置的層數(shù)從第1到3層柱、墻墻活荷載是否否折減不折算傳到到基礎(chǔ)的活荷荷載是否折減減折算---------------柱，墻，基基礎(chǔ)活荷載折折減系數(shù)---------------計(jì)算截面以以上的層數(shù)------------------折減系數(shù)111.002----300.854----500.706----800.659----2000.60>>2000.55調(diào)整整信息....................................................................................................................................中梁梁剛度增大系系數(shù)：BK==1..00梁端端彎矩調(diào)幅系系數(shù)：BT==0..85梁設(shè)設(shè)計(jì)彎矩增大大系數(shù)：BBM=1.000連梁梁剛度折減系系數(shù)：BLZ==0..70梁扭扭矩折減系數(shù)數(shù)：TBB=0.40全樓樓地震力放大大系數(shù)：RSSF=1.0000..2Qo調(diào)整起始層層號(hào)：KQQ1=000..2Qo調(diào)整終止層層號(hào)：KQQ2=00頂塔塔樓內(nèi)力放大大起算層號(hào)：：NNTL=0頂塔塔樓內(nèi)力放大大：RTLL=1.00九度度結(jié)構(gòu)及一級(jí)級(jí)框架梁柱超超配筋系數(shù)CPCOOEF91=11.15是否否按抗震規(guī)范范5.2.5調(diào)整樓層地地震力IAUTOO525==1是否否調(diào)整與框支支柱相連的梁梁內(nèi)力IRREGU_KKZZB==0剪力力墻加強(qiáng)區(qū)起起算層號(hào)LEVV_JLQJJQ=11強(qiáng)制制指定的薄弱弱層個(gè)數(shù)NWEAAK=00配筋筋信息..........................................................................................................................................梁主主筋強(qiáng)度(N/mmm2):IIB=3000柱主主筋強(qiáng)度(N/mmm2):IIC=3000墻主主筋強(qiáng)度(N/mmm2):IIW=2100梁箍箍筋強(qiáng)度(N/mmm2):JJB=2100柱箍箍筋強(qiáng)度(N/mmm2):JJC=2100墻分分布筋強(qiáng)度(N/mmm2):JWH=210梁箍箍筋最大間距距(mm)):SB=100.000柱箍箍筋最大間距距(mm)):SC=100.000墻水水平分布筋最最大間距(mm)):SWWH=2200.000墻豎豎向筋分布最最小配筋率(%)::RWV=00.30設(shè)計(jì)計(jì)信息...................................................................................................................................結(jié)構(gòu)構(gòu)重要性系數(shù)數(shù):RRWO=1.000柱計(jì)計(jì)算長(zhǎng)度計(jì)算算原則:有側(cè)移梁柱柱重疊部分簡(jiǎn)簡(jiǎn)化:不作為剛域是否否考慮P-Deelt效應(yīng)：是柱配配筋計(jì)算原則則:按單偏壓計(jì)計(jì)算鋼構(gòu)構(gòu)件截面凈毛毛面積比:RN=0.885梁保保護(hù)層厚度(mm)):BCBB=225.00柱保保護(hù)層厚度(mm)):ACAA=330.00是否否按砼規(guī)范(7.3..11-3))計(jì)算砼柱計(jì)計(jì)算長(zhǎng)度系數(shù)數(shù):是荷載載組合信息........................................................................................................................恒載載分項(xiàng)系數(shù):CDEAAD=1.20活載載分項(xiàng)系數(shù):CLIVVE=1.40風(fēng)荷荷載分項(xiàng)系數(shù)數(shù):CCWIND==1..40水平平地震力分項(xiàng)項(xiàng)系數(shù):CEA_HH=11.30豎向向地震力分項(xiàng)項(xiàng)系數(shù):CEA_VV=00.50特殊殊荷載分項(xiàng)系系數(shù):CSPPY=0.000活荷荷載的組合系系數(shù):CD__L=0.700風(fēng)荷荷載的組合系系數(shù):CD__W=0.600活荷荷載的重力荷荷載代表值系系數(shù):CEA__L=0.500**********************************************************************各層的質(zhì)量量、質(zhì)心坐標(biāo)標(biāo)信息***********************************************************************層號(hào)塔號(hào)質(zhì)心X質(zhì)心Y質(zhì)心Z恒載質(zhì)量活載質(zhì)量(mm)(m)(tt)(t)41119.977615..064114.000018115.449..131119.911914..879110.000019119.9386..221119.922014..8776.000019778.4386..211119.977613..6241.00006221.90..0活載載產(chǎn)生的總質(zhì)質(zhì)量(t)::8821.6008恒載載產(chǎn)生的總質(zhì)質(zhì)量(t)::63335.6775結(jié)構(gòu)構(gòu)的總質(zhì)量(t)::71557.2833恒載載產(chǎn)生的總質(zhì)質(zhì)量包括結(jié)構(gòu)構(gòu)自重和外加加恒載結(jié)構(gòu)構(gòu)的總質(zhì)量包包括恒載產(chǎn)生生的質(zhì)量和活活載產(chǎn)生的質(zhì)質(zhì)量活載載產(chǎn)生的總質(zhì)質(zhì)量和結(jié)構(gòu)的的總質(zhì)量是活活載折減后的的結(jié)果(1t=10000kg)**********************************************************************各層構(gòu)件數(shù)數(shù)量、構(gòu)件材材料和層高***********************************************************************層號(hào)塔塔號(hào)梁數(shù)柱數(shù)墻數(shù)層高累計(jì)高度((混凝土)(混凝土)(混凝土)(m)(m)1172(225)655(25)0(255)1.00001.000021268(225)655(25)0(255)5.00006.000031268(225)655(25)0(255)4.000010.000041268(225)655(25)0(255)4.000014.0000**********************************************************************風(fēng)荷載信息**********************************************************************層號(hào)塔號(hào)風(fēng)荷載X剪力X傾覆彎矩X風(fēng)荷載Y剪力Y傾覆彎矩Y411009.77109.884399.11666.491166.5666..031991.83201.6612455.51399.273305.81889..0211003.22304.8827699.61566.554462.34200..611117.53322.4430911.9266.584488.94689..4==================================================================================各層剛心、偏偏心率、相鄰鄰層側(cè)移剛度度比等計(jì)算信信息FloorrNo:層號(hào)TowerrNo:塔號(hào)Xstiff，Ystiff:剛心的X，Y坐標(biāo)值A(chǔ)lf:層剛性主軸軸的方向Xmasss，Ymasss:質(zhì)心的X，Y坐標(biāo)值Gmasss:總質(zhì)量Eex，EEey:XX，Y方向的偏心心率Ratx，Raty:XX，Y方向本層塔塔側(cè)移剛度與與下一層相應(yīng)應(yīng)塔側(cè)移剛度度的比值Ratx11，Raty11:X，Y方向本層塔塔側(cè)移剛度與與上一層相應(yīng)應(yīng)塔側(cè)移剛度度70%的比值或上三層平平均側(cè)移剛度度80%的比值中之之較小者RJX，RRJJY，RJZ:結(jié)構(gòu)總體坐坐標(biāo)系中塔塔的的側(cè)移剛度度和和扭轉(zhuǎn)剛度度===============================================================================================FloorrNo.1ToowwerNNoo.11Xstiff==119.977660(m))YYstiff==114.766445(m))AAlf==445.000000(Deeggree))Xmasss==119.977660(m))YYmasss==113.622335(m))GGmasss==66221.899998(t))Eex==0.000000EEey==0.044990Ratx==1.000000RRaty==1.000000Ratx11==227.633440RRaty11==117.733887薄弱層地震震剪力放大大系系數(shù)=1.000RJX==1.668881E++007(kNN//m)RRJY==1.442291E++007(kNN//m)RRJZ==0.000000E++000(kNN//m)-------------------------------------------------------------------------------------------------------FloorrNo.2ToowwerNNoo.11Xstiff==119.977660(m))YYstiff==114.766445(m))AAlf==445.000000(Deeggree))Xmasss==119.911998(m))YYmasss==114.877666(m))GGmasss==277550.911663(t))Eex==0.000224EEey==0.000448Ratx==0.044445RRaty==0.055779Ratx11==1.244660RRaty11==0.955220薄弱層地震震剪力放大大系系數(shù)=1.115RJX==7.550096E++005(kNN//m)RRJY==8.227766E++005(kNN//m)RRJZ==0.000000E++000(kNN//m)-------------------------------------------------------------------------------------------------------FloorrNo.3ToowwerNNoo.11Xstiff==119.977660(m))YYstiff==114.766445(m))AAlf==445.000000(Deeggree))Xmasss==119.911886(m))YYmasss==114.877991(m))GGmasss==266992.411665(t))Eex==0.000225EEey==0.000449Ratx==1.099113RRaty==1.366114Ratx11==1.422221RRaty11==1.322004薄弱層地震震剪力放大大系系數(shù)=1.000RJX==8.119950E++005(kNN//m)RRJY==1.112268E++006(kNN//m)RRJZ==0.000000E++000(kNN//m)-------------------------------------------------------------------------------------------------------FloorrNo.4ToowwerNNoo.11Xstiff==119.977660(m))YYstiff==114.766445(m))AAlf==445.000000(Deeggree))Xmasss==119.977660(m))YYmasss==115.066440(m))GGmasss==199113.655889(t))Eex==0.000000EEey==0.011228Ratx==0.877990RRaty==0.944667Ratx11==1.255000RRaty11==1.255000薄弱層地震震剪力放大大系系數(shù)=1.000RJX==7.220030E++005(kNN//m)RRJY==1.006667E++006(kNN//m)RRJZ==0.000000E++000(kNN//m)===============================================================================================抗傾覆驗(yàn)算結(jié)果果===============================================================================================抗傾覆彎矩Mr傾覆彎矩Mov比值Mr/Moov零應(yīng)力區(qū)(%)X風(fēng)荷載195533938..3333008..666649.44550.0000Y風(fēng)荷載128888310..9944563..002282.33440.0000X地震1195399338.31411229.613388.2900.00Y地震1128833110.91566998.18822.0700.00===============================================================================================結(jié)構(gòu)整體穩(wěn)定定驗(yàn)算算結(jié)果=====================================================================