一．本工程電算選用軟件〔√〕上部結(jié)構(gòu)名稱版本本工程使用PKPMPMCAD結(jié)構(gòu)平面計(jì)算機(jī)輔助設(shè)計(jì)2005年08月√TAT結(jié)構(gòu)三維分析與設(shè)計(jì)軟件2005年08月SATWE結(jié)構(gòu)空間有限元分析設(shè)計(jì)軟件2005年08月√STS鋼結(jié)構(gòu)計(jì)算機(jī)輔助設(shè)計(jì)2005年08月PMSAP特殊多高層建筑結(jié)構(gòu)分析與設(shè)計(jì)軟件〔廣義協(xié)調(diào)墻元模型〕2005年08月ETABS〔美國(guó)ComputerandStructuresInc.公司高層結(jié)構(gòu)計(jì)算程序〕根底PKPM系列JCCAD2005年08月√TBSP樁基筏板計(jì)算程序〔同濟(jì)大學(xué)〕2005二．工程概況結(jié)構(gòu)類型[]砌體結(jié)構(gòu)[]底框砌體結(jié)構(gòu)[√]框架[]小墻肢結(jié)構(gòu)[]高層剪力墻結(jié)構(gòu)[]框剪結(jié)構(gòu)[]筒體結(jié)構(gòu)[]框支結(jié)構(gòu)[]其它工程地段:江蘇省連云港市本工程±相當(dāng)于絕對(duì)標(biāo)高m；室內(nèi)外高差：m主要材料混凝土根底C30；梁板C30，柱墻C30鋼材HPB235，HRB335，HRB400砌體小型混凝土空心砌塊，加氣混凝土砌塊；結(jié)構(gòu)層數(shù)地上3層；地下0層結(jié)構(gòu)高度m；寬度m；長(zhǎng)度結(jié)構(gòu)特點(diǎn)：本單體由一棟樓組成，地上三層。采用框架結(jié)構(gòu)，位移比周期比等計(jì)算結(jié)果均符合標(biāo)準(zhǔn)要求。根底形式采用樁基，主樓樁采用直徑500預(yù)應(yīng)力混凝土管樁；。抗震設(shè)防烈度7度，抗震等級(jí)3級(jí)，場(chǎng)地類別Ⅳ；平安等級(jí)二級(jí)，根本風(fēng)壓：0.55kN/㎡人防布置見車庫抗震縫設(shè)置見單體注：結(jié)構(gòu)高度指室外地坪至檐口或大屋面〔斜屋面至屋面中間高〕三.設(shè)計(jì)依據(jù)?建筑結(jié)構(gòu)可靠度設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)?GB500682001?建筑結(jié)構(gòu)荷載標(biāo)準(zhǔn)?(GB50009-2001)2006年版?建筑工程抗震設(shè)防分類標(biāo)準(zhǔn)?(GB50223-2021)?混凝土結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)?GB50010-2002?建筑抗震設(shè)計(jì)標(biāo)準(zhǔn)?(GB50011-2001)2021年版?高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程?JGJ3-2002?建筑地基根底設(shè)計(jì)標(biāo)準(zhǔn)?GB50007-2002?鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)?GB50017-2003?建筑樁基技術(shù)標(biāo)準(zhǔn)?(JGJ94-2021)四.可變荷載標(biāo)準(zhǔn)值選用〔kN/㎡〕名稱荷載臥室客廳衛(wèi)生間廚房消防樓梯陽臺(tái)地下車庫設(shè)備機(jī)房上人屋面不上人屋面2.07.00.5本工程選用√√√√√√√名稱荷載食堂多功能廳廚房圖書閱覽室2.0本工程選用√√√√五．上部永久荷載標(biāo)準(zhǔn)值及構(gòu)件計(jì)算〔一〕樓面荷載·標(biāo)準(zhǔn)層:120厚板：120厚砼板3kN/m2板面裝修荷載/m2板底粉刷或吊頂2恒載合計(jì)2150厚板：12〔二〕屋面荷載

屋面板120厚：4cm2卷材防水層kN/m2隔熱層2%找坡2防水卷材22cm找平2120厚砼板3.0kN/m2板底粉刷或吊頂0.5kN/m2恒載合計(jì)6.0kN/m2〔三〕墻體荷載混凝土小型空心砌體加氣混凝土砌塊容重〔kN/m3〕兩側(cè)粉刷重〔kN/㎡〕墻厚0.240墻重+粉刷〔kN/㎡〕×+0.68=3.8×0.24+0.68=×5×+0.68=×0+0.68=1.6玻璃幕墻〔kN/㎡〕六、結(jié)構(gòu)計(jì)算本單體采用中國(guó)建筑科學(xué)研究院的SATWE(2005.4)計(jì)算軟件進(jìn)行抗震計(jì)算，采用振型分解法，計(jì)算雙向地震扭轉(zhuǎn)效應(yīng)，計(jì)算結(jié)果均滿足標(biāo)準(zhǔn)的要求。七．根底計(jì)算根據(jù)業(yè)主提供的地質(zhì)報(bào)告，采用中國(guó)建筑科學(xué)研究院的JCCAD計(jì)算樁基沉降。計(jì)算沉降量為12.6附相關(guān)計(jì)算結(jié)果文件。左側(cè)：///////////////////////////////////////////////////////////////////////////|公司名稱:||||建筑結(jié)構(gòu)的總信息||SATWE中文版||文件名:WMASS.OUT||||工程名稱:設(shè)計(jì)人:||工程代號(hào):校核人:日期:2010/10/29|///////////////////////////////////////////////////////////////////////////總信息..............................................結(jié)構(gòu)材料信息:鋼砼結(jié)構(gòu)地下室層數(shù):MBASE=2豎向荷載計(jì)算信息:按模擬施工加荷計(jì)算方式風(fēng)荷載計(jì)算信息:計(jì)算X,Y兩個(gè)方向的風(fēng)荷載地震力計(jì)算信息:計(jì)算X,Y兩個(gè)方向的地震力特殊荷載計(jì)算信息:不計(jì)算結(jié)構(gòu)類別:剪力墻結(jié)構(gòu)裙房層數(shù):MANNEX=0轉(zhuǎn)換層所在層號(hào)：MCHANGE=0墻元側(cè)向節(jié)點(diǎn)信息:內(nèi)部節(jié)點(diǎn)是否對(duì)全樓強(qiáng)制采用剛性樓板假定否采用的樓層剛度算法層間剪力比層間位移算法風(fēng)荷載信息..........................................地面粗糙程度:B類體形變化分段數(shù):MPART=1各段最高層號(hào):NSTi=25地震信息............................................振型組合方法(CQC耦聯(lián);SRSS非耦聯(lián))CQC計(jì)算振型數(shù):NMODE=18場(chǎng)地類別:KD=3設(shè)計(jì)地震分組:三組框架的抗震等級(jí):NF=3剪力墻的抗震等級(jí):NW=3是否考慮偶然偏心:是是否考慮雙向地震扭轉(zhuǎn)效應(yīng):是斜交抗側(cè)力構(gòu)件方向的附加地震數(shù)=0活荷載信息..........................................考慮活荷不利布置的層數(shù)不考慮柱、墻活荷載是否折減不折算傳到根底的活荷載是否折減不折算調(diào)整信息........................................0.2Qo調(diào)整起始層號(hào)：KQ1=10.2Qo調(diào)整終止層號(hào)：KQ2=3頂塔樓內(nèi)力放大起算層號(hào)：NTL=0是否按抗震標(biāo)準(zhǔn)調(diào)整樓層地震力IAUTO525=1是否調(diào)整與框支柱相連的梁內(nèi)力IREGU_KZZB=0剪力墻加強(qiáng)區(qū)起算層號(hào)LEV_JLQJQ=1強(qiáng)制指定的薄弱層個(gè)數(shù)NWEAK=0配筋信息........................................梁主筋強(qiáng)度(N/mm2):IB=360柱主筋強(qiáng)度(N/mm2):IC=360墻主筋強(qiáng)度(N/mm2):IW=360梁箍筋強(qiáng)度(N/mm2):JB=210柱箍筋強(qiáng)度(N/mm2):JC=210墻分布筋強(qiáng)度(N/mm2):JWH=360設(shè)計(jì)信息........................................柱計(jì)算長(zhǎng)度計(jì)算原那么:有側(cè)移梁柱重疊局部簡(jiǎn)化:作為剛域是否考慮P-Delt效應(yīng)：否柱配筋計(jì)算原那么:按單偏壓計(jì)算是否按砼標(biāo)準(zhǔn)(-3)計(jì)算砼柱計(jì)算長(zhǎng)度系數(shù):是荷載組合信息........................................地下信息..........................................剪力墻底部加強(qiáng)區(qū)信息.................................剪力墻底部加強(qiáng)區(qū)層數(shù)IWF=5**********************************************************各層的質(zhì)量、質(zhì)心坐標(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(m)(m)(t)(t)24112.8085.83970.700425.648.6319.4154.7319.800恒載產(chǎn)生的總質(zhì)量包括結(jié)構(gòu)自重和外加恒載結(jié)構(gòu)的總質(zhì)量包括恒載產(chǎn)生的質(zhì)量和活載產(chǎn)生的質(zhì)量活載產(chǎn)生的總質(zhì)量和結(jié)構(gòu)的總質(zhì)量是活載折減后的結(jié)果(1t=1000kg)**********************************************************各層構(gòu)件數(shù)量、構(gòu)件材料和層高**********************************************************層號(hào)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)1195(30)19(30)5**********************************************************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Y25123.5323.568.231.2331.29===========================================================================各層剛心、偏心率、相鄰層側(cè)移剛度比等計(jì)算信息FloorNo:層號(hào)TowerNo:塔號(hào)Xstif，Ystif:剛心的X，Y坐標(biāo)值A(chǔ)lf:層剛性主軸的方向Xmass，Ymass:質(zhì)心的X，Y坐標(biāo)值Gmass:總質(zhì)量Eex，Eey:X，Y方向的偏心率Ratx，Raty:X，Y方向本層塔側(cè)移剛度與下一層相應(yīng)塔側(cè)移剛度的比值Ratx1，Raty1:X，Y方向本層塔側(cè)移剛度與上一層相應(yīng)塔側(cè)移剛度70%的比值或上三層平均側(cè)移剛度80%的比值中之較小者RJX，RJY，RJZ:結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度===========================================================================FloorNo.1TowerNo.1Xstif=12.1149(m)Ystif=6.7231(m)Alf=0.0000(Degree)Xmass=12.6771(m)Ymass=6.0649(m)Gmass=812.3447(t)RJX=9.4788E+08(kN/m)RJY=4.2546E+08(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=12.1607(m)Ystif=6.5920(m)Alf=0.0000(Degree)Xmass=11.2584(m)Ymass=5.5532(m)Gmass=1234.2537(t)RJX=1.2386E+08(kN/m)RJY=6.8994E+07(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=12.5911(m)Ystif=8.2651(m)Alf=0.0000(Degree)Xmass=9.4152(m)Ymass=4.7308(m)Gmass=1125.8120(t)RJX=1.3829E+06(kN/m)RJY=1.9398E+06(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=12.4107(m)Ystif=7.8707(m)Alf=0.0000(Degree)Xmass=12.0439(m)Ymass=2.5679(m)Gmass=821.6818(t)Ratx1=1.6438RJX=1.3725E+06(kN/m)RJY=1.8232E+06(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.4909Raty1=1.RJX=1.1459E+06(kN/m)RJY=1.4355E+06(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.4299Raty1=1.5481薄弱層地震剪力放大系數(shù)=1.00RJX=1.0314E+06(kN/m)RJY=1.2239E+06(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)RJX=9.5364E+05(kN/m)RJY=1.0853E+06(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.8TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3628RJX=8.9718E+05(kN/m)RJY=9.8090E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3417Raty1=1.RJX=8.5416E+05(kN/m)RJY=8.9862E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3252Raty1=1.4149薄弱層地震剪力放大系數(shù)=1.00RJX=8.2063E+05(kN/m)RJY=8.3195E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)RJX=7.9402E+05(kN/m)RJY=7.7728E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3006RJX=7.7263E+05(kN/m)RJY=7.3225E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.2921Raty1=1.RJX=7.5548E+05(kN/m)RJY=6.9540E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.2873Raty1=1.3401薄弱層地震剪力放大系數(shù)=1.00RJX=7.4179E+05(kN/m)RJY=6.6555E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.15TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)RJX=7.3051E+05(kN/m)RJY=6.4119E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.2925RJX=7.2033E+05(kN/m)RJY=6.2036E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3069Raty1=1.RJX=7.1003E+05(kN/m)RJY=6.0089E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.3372Raty1=1.3948薄弱層地震剪力放大系數(shù)=1.00RJX=6.9808E+05(kN/m)RJY=5.8038E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)RJX=6.8189E+05(kN/m)RJY=5.5596E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.5155RJX=6.5736E+05(kN/m)RJY=5.2409E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.21TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.5905Raty1=1.RJX=6.1836E+05(kN/m)RJY=4.8034E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.22TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)Ratx1=1.7520Raty1=1.8044薄弱層地震剪力放大系數(shù)=1.00RJX=5.5540E+05(kN/m)RJY=4.1885E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.23TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=13.0875(m)Ymass=5.7240(m)Gmass=498.5576(t)RJX=4.5286E+05(kN/m)RJY=3.3160E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.24TowerNo.1Xstif=12.5016(m)Ystif=8.2043(m)Alf=0.0000(Degree)Xmass=12.8080(m)Ymass=5.8386(m)Gmass=522.8265(t)Ratx1=7.6534RJX=2.9217E+05(kN/m)RJY=2.1059E+05(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.25TowerNo.1Xstif=10.6766(m)Ystif=10.7702(m)Alf=0.0000(Degree)Xmass=10.3018(m)Ymass=10.5249(m)Gmass=113.5655(t)Ratx1=1.2500Raty1=1.RJX=4.7719E+04(kN/m)RJY=4.0955E+04(kN/m)RJZ=0.0000E+00(kN/m)---------------------------------------------------------------------------============================================================================抗傾覆驗(yàn)算結(jié)果============================================================================抗傾覆彎矩Mr傾覆彎矩Mov比值Mr/Mov零應(yīng)力區(qū)(%)Y風(fēng)荷載1967096.5118830.016.============================================================================結(jié)構(gòu)整體穩(wěn)定驗(yàn)算結(jié)果============================================================================該結(jié)構(gòu)剛重比EJd/GH**2大于1.4,能夠通過高規(guī)()的整體穩(wěn)定驗(yàn)算該結(jié)構(gòu)剛重比EJd/GH**2大于2.7,可以不考慮重力二階效應(yīng)***********************************************************************樓層抗剪承載力、及承載力比值***********************************************************************Ratio_Bu:表示本層與上一層的承載力之比----------------------------------------------------------------------層號(hào)塔號(hào)X向承載力Y向承載力Ratio_Bu:X,Y----------------------------------------------------------------------///////////////////////////////////////////////////////////////////////////|公司名稱:||||SATWE位移輸出文件||文件名稱:WDISP.OUT||||工程名稱:設(shè)計(jì)人:||工程代號(hào):校核人:日期:2010/10/29|///////////////////////////////////////////////////////////////////////////所有位移的單位為毫米Floor:層號(hào)Tower:塔號(hào)Jmax:最大位移對(duì)應(yīng)的節(jié)點(diǎn)號(hào)JmaxD:最大層間位移對(duì)應(yīng)的節(jié)點(diǎn)號(hào)Max-(Z):節(jié)點(diǎn)的最大豎向位移h:層高M(jìn)ax-(X)，Max-(Y):X,Y方向的節(jié)點(diǎn)最大位移Ave-(X)，Ave-(Y):X,Y方向的層平均位移Max-Dx，Max-Dy:X,Y方向的最大層間位移Ave-Dx，Ave-Dy:X,Y方向的平均層間位移Ratio-(X),Ratio-(Y):最大位移與層平均位移的比值Ratio-Dx,Ratio-Dy:最大層間位移與平均層間位移的比值Max-Dx/h，Max-Dy/h:X,Y方向的最大層間位移角X-Disp，Y-Disp，Z-Disp:節(jié)點(diǎn)X,Y,Z方向的位移===工況1===X方向地震力作用下的樓層最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/h251281748.7747.721.022900.28231.481.461.011/1962.241276947.4244.641.062900.27691.521.381.101/1908.231263646.0543.421.062900.26361.621.491.091/1789.221255344.5942.111.062900.25141.751.621.081/1660.211244543.0340.691.062900.24201.881.751.071/1545.201233741.3539.151.062900.23122.011.881.071/1446.191222939.5537.501.052900.22042.121.991.071/1365.181212137.6435.741.052900.20962.232.101.071/1299.171202135.6133.871.052900.19882.332.191.061/1245.161190533.4831.891.052900.19052.412.271.061/1201.151179731.2429.811.052900.17972.492.341.061/1165.141168928.9127.651.052900.16892.552.401.061/1136.131158126.4925.401.042900.15812.612.451.061/1113.121147323.9923.071.042900.14732.652.491.061/1095.111136521.4420.681.042900.13652.682.531.061/1084.101125718.8318.241.032900.12572.692.541.061/1079.91114916.2015.761.032900.11492.682.541.051/1083.81100213.5613.261.022900.10412.642.521.051/1099.7189410.9510.781.022900.9332.562.461.041/1133.617868.418.341.012900.8252.432.351.031/1195.516646.026.001.002900.7172.222.181.021/1307.415473.953.861.022900.6101.941.891.031/1495.314252.081.941.074200.4252.061.921.071/2038.212730.020.021.002800.2730.030.021.001/9999.111310.000.001.002800.1310.000.001.001/9999.X方向最大值層間位移角:1/1079.===工況2===X雙向地震作用下的樓層最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/h251281749.2148.151.022900.28231.491.481.011/1941.241276947.8545.051.062900.27691.531.391.101/1890.231263646.4743.821.062900.26361.641.501.091/1772.221255345.0042.491.062900.25141.761.631.081/1646.211244543.4241.061.062900.24201.891.761.071/1532.201233741.7339.511.062900.23122.021.891.071/1434.191222939.9237.851.052900.22042.142.011.071/1354.181212137.9936.061.052900.20962.252.111.071/1288.171202135.9434.171.052900.19882.352.211.061/1234.161190533.7832.181.052900.18802.442.291.061/1191.151179731.5230.081.052900.17722.512.361.061/1155.141168929.1727.891.052900.16892.582.421.061/1126.131158126.7325.621.042900.15812.632.471.061/1103.121147324.2123.271.042900.14732.672.521.061/1085.111136521.6320.861.042900.13652.702.551.061/1074.101125719.0018.401.032900.12572.712.571.061/1069.91114916.3415.891.032900.11492.702.571.051/1073.81104113.6713.371.022900.10412.662.541.051/1089.7189411.0410.871.022900.9332.582.481.041/1123.617868.488.411.012900.8252.452.371.031/1185.516646.076.051.002900.7172.242.201.021/1296.415473.993.891.022900.6101.961.901.031/1483.314252.101.961.074200.4252.081.941.071/2021.212730.020.021.002800.2730.030.021.001/9999.111310.000.001.002800.1310.000.001.001/9999.X方向最大值層間位移角:1/1069.===工況3===X-5%偶然偏心地震力作用下的樓層最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/h251281750.4948.881.032900.28231.531.501.021/1891.241276949.0944.791.102900.27691.581.381.141/1835.231263647.6643.561.092900.26361.691.501.131/1720.221255346.1442.241.092900.25141.821.631.121/1598.211244544.5240.811.092900.24201.951.761.111/1487.201233742.7739.271.092900.23122.081.881.101/1393.191222940.9037.611.092900.22042.202.001.101/1316.181212138.9235.841.092900.20962.322.101.101/1253.171202136.8133.951.082900.19882.412.201.101/1201.161