結(jié)構(gòu)計(jì)算書工程名稱：城市建設(shè)檔案館新館庫建設(shè)項(xiàng)目子項(xiàng)名稱：裙房 工程規(guī)模：大型 工程編號(hào)： 建設(shè)單位：

工程名稱城建檔案館新館庫建設(shè)項(xiàng)目工號(hào)重慶市設(shè)計(jì)院1、荷載整理?樓（屋）面活載取值（標(biāo)準(zhǔn)值）:辦公室、會(huì)議室：2.0KN/m2設(shè)備間：10.()KN/m2檔案館展廳10.()KN/m2檔案館功能房10.0KN/m2密集柜檔案庫房：12.0KN/m2車庫及車道：4.0kN/m2活動(dòng)用房：3.5kN/m2衛(wèi)生間：2.5kN/m2疏散樓梯：3.5kN/m2上人屋面：2.0KN/m2不上人屋面：0.5kN/m2車庫頂板：5.0kN/m2風(fēng)機(jī)房、空調(diào)機(jī)房、電梯機(jī)房：7.0kN/m2面層荷載（樓板自重另計(jì)）：1）樓面面層+吊頂：2.0kN/m2）衛(wèi)生間：回填厚度取40（）,容重取l3kN/m'：面層+吊頂+墊層：8.0kN/m23）車庫屋面（1.5米覆土）:32kN/m24）屋面（陶?；炷琳移?5米）：8.0kN/m2?隔墻荷我I） ,般隔墻：按容重lOkN/n?計(jì)算，內(nèi)隔墻200厚取2.8kN/n?；內(nèi)隔墻100厚取L8KN/m2；外墻200厚取4.0kN/m2：2）水電、電梯間隔墻：按容重16kN/m3計(jì)算，內(nèi)隔墻200厚取4.5kN/m2：3）幕墻：取2.5kN/m24）外掛混凝土墻板：取"kN/n?：5）梁線載計(jì)算高度：外墻、內(nèi)墻分別統(tǒng)?；當(dāng)墻上開有較大門窗時(shí)，應(yīng)考慮其影響。梁上隔墻荷載應(yīng)扣除梁同。6）陽臺(tái)欄桿：5.0KN/m2、結(jié)構(gòu)信息1)、1#地塊(D、總信息總信息 結(jié)構(gòu)材料信息：鋼與碎混合結(jié)構(gòu)混凝土容重(kN/m3):鋼材容重(kN/m3):是否扣除構(gòu)件重疊質(zhì)量和重量：是否自動(dòng)計(jì)算現(xiàn)澆樓板自重：水平力的夾角(Degree):地下室層數(shù)：Gc =26.00Gs =78.00是是ARF= 0.00MBASE= 0豎向荷載計(jì)算信息：風(fēng)荷載計(jì)算信息:按模擬施工3加荷計(jì)算計(jì)算X,Y兩個(gè)方向的風(fēng)荷載地震力計(jì)算信息：“規(guī)定水平力”計(jì)算方法：結(jié)構(gòu)類別：計(jì)算X.Y兩個(gè)方向的地震力樓層剪力差方法(規(guī)范方法)框架?剪力墻結(jié)構(gòu)裙房層數(shù)：轉(zhuǎn)換層所在層號(hào)：嵌固端所在層號(hào)：墻元細(xì)分最大控制長(zhǎng)度(m):彈性板細(xì)分最大控制長(zhǎng)度(m):是否對(duì)全樓強(qiáng)制采用剛性樓板假定：MANNEX= 2MCHANGE= 0MQIANGU= 1DMAX= 1.00DMAX-S= 1.00否城梁跨中節(jié)點(diǎn)作為剛性樓板的從節(jié)點(diǎn)：墻傾覆力矩的計(jì)算方法：墻偏心的處理方式：是考慮墻的所有內(nèi)力貢獻(xiàn)傳統(tǒng)移動(dòng)節(jié)點(diǎn)方式高位轉(zhuǎn)換結(jié)構(gòu)等效側(cè)向剛度比采用高規(guī)附錄E:否是否梁板頂面對(duì)齊：否是否帶樓梯計(jì)算：是框架連梁按殼元計(jì)算控制跨高比：墻梁轉(zhuǎn)框架梁的控制跨高比：0.000.00結(jié)構(gòu)所在地區(qū)：全國(guó)樓板按有限元方式進(jìn)行面外設(shè)計(jì)否多模型及包絡(luò) 采用指定的剛重比計(jì)算模型：否計(jì)算控制信息 計(jì)算軟件信息：線性方程組解法：地震作用分析方法：位移輸出方式：是否生成傳基礎(chǔ)剛度：64位PARDISO總剛分析方法簡(jiǎn)單輸出否保留分析模型上自定義的風(fēng)荷載：否采用自定義范圍統(tǒng)計(jì)指標(biāo)：否高級(jí)參數(shù) 位移指標(biāo)統(tǒng)計(jì)時(shí)考慮斜柱：采用自定義位移指標(biāo)統(tǒng)計(jì)節(jié)點(diǎn)范圍：按框架梁建模的連梁校等級(jí)默認(rèn)同墻：二道防線調(diào)整時(shí)，調(diào)整與框架柱相連的框架梁端彎矩、剪力：薄弱層地震內(nèi)力調(diào)整時(shí)不放大構(gòu)件軸力：剪切剛度計(jì)算時(shí)考慮柱剛域影響：短肢墻判斷時(shí)考慮相連墻肢厚度影響：剛重比驗(yàn)算考慮填充墻剛度影響：剪力墻端柱的面外剪力統(tǒng)計(jì)到框架部分：否否否是否否否否否風(fēng)荷載信息 修正后的基本風(fēng)壓(kN/m2):風(fēng)荷載作用下舒適度驗(yàn)算風(fēng)壓(kN/m2):地面粗糙程度：WO = 0.40WOC = 0.25B類結(jié)構(gòu)X向基本周期(秒)：Tx = 1.72結(jié)構(gòu)Y向基本周期(秒)：D = 1.93是否考慮順風(fēng)向風(fēng)振：是風(fēng)荷載作用下結(jié)構(gòu)的阻尼比(％):風(fēng)荷載作用下舒適度驗(yàn)算阻尼比(％):是否計(jì)算橫風(fēng)向風(fēng)振：WDAMP= 1.00WDAMPC= 1.00否是否計(jì)算扭轉(zhuǎn)風(fēng)振：否承載力設(shè)計(jì)時(shí)風(fēng)荷載效應(yīng)放大系數(shù)：WENL= 1.00體形變化分段數(shù)：MPART= 1各段最高層號(hào)：NSTI= 12各段體形系數(shù)(X):USIX= 1.30各段體形系數(shù)(Y):USIY= 1.30設(shè)縫多塔背風(fēng)面體型系數(shù):USB0.50地震信息 結(jié)構(gòu)規(guī)則性信息：不規(guī)則振型組合方法（CQC耦聯(lián);SRSS非耦聯(lián)）：CQC特征值分析方法：多重里茲向量法是否由程序自動(dòng)確定振型數(shù)：否計(jì)算振型數(shù)：NMODE= 180地震烈度：NAF=6.00場(chǎng)地類別：KD =111設(shè)計(jì)地震分組：一組特征周期：TG =0.45地震影響系數(shù)最大值：Rmaxl= 0.04用于?12層以下規(guī)則碎框架結(jié)構(gòu)薄弱層驗(yàn)算的地震影響系數(shù)最大值：Rmax2=0.28框架的抗震等級(jí)：NF= 3剪力墻的抗震等級(jí)：NW= 2鋼框架的抗震等級(jí)：NS = 3抗震構(gòu)造措施的抗震等級(jí)：NGZDJ=不改變懸挑梁默認(rèn)取框架梁抗震等級(jí)：否按抗規(guī)（6.1.3-3）降低嵌固端以下抗震構(gòu)造措施的抗震等級(jí)：否重力荷載代表值的活載組合值系數(shù)：RMC=0.50周期折減系數(shù)：TC =0.80鋼材的阻尼比（％）:DAMP-S=2.00混凝土的阻尼比（％）:DAMP.C= 5.00是否考慮偶然偏心：是偶然偏心考慮方式：相對(duì)于投影長(zhǎng)度X向相對(duì)偶然偏心：ECCEN_X=0.05Y向相對(duì)偶然偏心：ECCEN_Y=0.05是否考慮雙向地震扭轉(zhuǎn)效應(yīng)：是是否考慮最不利方向水平地震作用：是按主振型確定地震內(nèi)力符號(hào)：是斜交抗側(cè)力構(gòu)件方向的附加地震數(shù)：NADDDIR= 0工業(yè)設(shè)備的反應(yīng)譜方法底部剪力占規(guī)范簡(jiǎn)化方法底部剪力的最小比例：SeisCoef=1.00活荷載信息 考慮活荷不利布置的層數(shù)：從第1到2層考慮結(jié)構(gòu)使用年限的活荷載調(diào)整系數(shù)：FACLD= 1.00考慮樓面活荷載折減方式：傳統(tǒng)方式柱、墻活荷載是否折減：不折減不折減不折減是不折減不折減是0.80是傳到基礎(chǔ)的活荷載是否折減：梁樓面活荷載折減設(shè)置：墻、柱設(shè)計(jì)時(shí)消防車荷載是否考慮折減:柱、墻設(shè)計(jì)時(shí)消防車荷載折減系數(shù):梁設(shè)計(jì)時(shí)消防車荷載是否考慮折減：調(diào)整信息 樓板作為翼緣對(duì)梁剛度的影響方式:托墻梁剛度放大系數(shù)：梁端負(fù)彎矩調(diào)幅系數(shù)：梁端彎矩調(diào)幅方法：梁活荷我內(nèi)力放大系數(shù)：梁扭矩折減系數(shù)：支撐按柱設(shè)計(jì)臨界角度(Deg):地震工況連梁剛度折減系數(shù)：風(fēng)荷載工況連梁剛度折減系數(shù)：梁剛度放大系數(shù)按2010規(guī)范取值BK_TQL=1.00BT=0.85通過豎向構(gòu)件判斷調(diào)幅梁支座BMTB1.000.40ABr2Col=20.00BLZBLZW0.601.00采用SAUSAGE-CHK計(jì)算的連梁剛度折減系數(shù)：否地震位移計(jì)算不考慮連梁剛度折減:柱實(shí)配鋼筋超配系數(shù)：墻實(shí)配鋼筋超配系數(shù)：全樓地震力放大系數(shù)：否CPCOEF91= 1.15CPCOEF91_W=1,15RSF1.000.2W0.2Vb0.2Vb0.2Vo調(diào)整方式：調(diào)整中Vo的系數(shù)：調(diào)整中Vmax的系數(shù):調(diào)整分段數(shù)：alpha*Vo和beta*Vmax兩者取小第1段起始和終止層號(hào)：第2段起始和終止層號(hào)：0.2Vo調(diào)整上限：是否調(diào)整與框支柱相連的梁內(nèi)力:框支柱調(diào)整上限：alpha

betaVSEGKQ1=KQ1=KQ_L否KZZ_L=0.20=1.50二21.KQ2 =23,KQ2=12=2.005.00框支剪力墻結(jié)構(gòu)底部加強(qiáng)區(qū)剪力墻抗震等級(jí)自動(dòng)提高一級(jí)：是否按抗震規(guī)范525調(diào)整樓層地震力:是否扭轉(zhuǎn)效應(yīng)明顯：是否采用自定義樓層最小剪力系數(shù)：弱軸方向的動(dòng)位移比例因子：強(qiáng)軸方向的動(dòng)位移比例因子：薄弱層判斷方式：受剪承載力薄弱層是否自動(dòng)調(diào)整：判斷薄弱層所采用的樓層剛度算法：強(qiáng)制指定的薄弱層個(gè)數(shù)：薄弱層地震內(nèi)力放大系數(shù)：是是否否XIIXI20.000.00按高規(guī)和抗規(guī)從嚴(yán)判斷否地震剪力比地震層間位移算法NWEAK= 0WEAKCOEF= 1.25強(qiáng)制指定的加強(qiáng)層個(gè)數(shù)：鋼管束墻混凝土剛度折減系數(shù)：NSTREN= 0GGSH_CONC= 1.00轉(zhuǎn)換結(jié)構(gòu)構(gòu)件（三、四級(jí)）的水平地震作用效應(yīng)放大系數(shù)：1.30配筋信息 梁生筋強(qiáng)度（N/mm2）:梁箍筋強(qiáng)度（N/mm2）:柱主筋強(qiáng)度（N/mm2）:柱箍筋強(qiáng)度（N/mm2）:墻主筋強(qiáng)度（N/mm2）:墻水平分布筋強(qiáng)度（N/mm2）:IB = 435JB = 360IC = 435JC = 360IW = 360FYH = 360墻豎向分布筋強(qiáng)度（N/mm2）:FYW= 360邊緣構(gòu)件箍筋強(qiáng)度（N/mm2）:JWB= 360梁箍筋最大間距（mm）:SB =100.00柱箍筋最大間距（mm）:SC=100.00墻水平分布筋最大間距（mm）:SWH=100.00墻豎向分布筋配筋率（％）:RWV=0.30墻最小水平分布筋配筋率（％）:RWHMIN=0.30梁抗剪配筋采用交叉斜筋時(shí)，箍筋與對(duì)角斜筋的配筋強(qiáng)度比：RGX= 1.00設(shè)計(jì)信息 結(jié)構(gòu)重要性系數(shù)：RWO= 1.10鋼柱計(jì)算長(zhǎng)度計(jì)算原則（X向/Y向）：梁端在梁柱重疊部分簡(jiǎn)化：有側(cè)移/有側(cè)移不作為剛域柱端在梁柱重疊部分簡(jiǎn)化：不作為剛域是否考慮鋼梁剛域：結(jié)構(gòu)內(nèi)力分析方法：考慮P-DELTA效應(yīng)方法：否一階彈性設(shè)計(jì)方法幾何剛度法是否考慮結(jié)構(gòu)整體缺陷：否是否考慮結(jié)構(gòu)構(gòu)件缺陷：否柱計(jì)算長(zhǎng)度系數(shù)是否置為1:否柱長(zhǎng)細(xì)比執(zhí)行《高鋼規(guī)》JGJ99-2015第7.3.9條：否柱配筋計(jì)算原則：按單偏壓計(jì)算柱雙偏壓配筋方式：鋼構(gòu)件截面凈毛面積比：普通方式RN=0.85梁按壓彎計(jì)算的最小軸壓比：梁保護(hù)層厚度（mm）:UcMinB= 0.15BCB=20.00柱保護(hù)層厚度（mm）:ACA=20.00剪力墻構(gòu)造邊緣構(gòu)件的設(shè)計(jì)執(zhí)行高規(guī)7.2.16-4:是框架梁端配筋考慮受壓鋼筋：是結(jié)構(gòu)中的框架部分軸壓比限值按純框架結(jié)構(gòu)的規(guī)定采用：當(dāng)邊緣構(gòu)件軸壓比小于抗規(guī)645條規(guī)定的限值時(shí)一律設(shè)置構(gòu)造邊緣構(gòu)件：是否按混凝土規(guī)范B.0.4考慮柱二階效應(yīng)：否執(zhí)行高規(guī)5.23-4條主梁彎矩按整跨計(jì)算：否主次梁均執(zhí)行簡(jiǎn)化方式0是執(zhí)行高規(guī)5.2.34條的梁對(duì)象:柱剪跨比計(jì)算原則主次梁均執(zhí)行簡(jiǎn)化方式0是軸壓比計(jì)算考慮活荷載折減：墻柱配筋采用考慮翼緣共同工作的設(shè)計(jì)方法：否否否高規(guī)(JGJ-20I0)矩形鋼管碎規(guī)程(CECS159：2004)型鋼艙組合結(jié)構(gòu)規(guī)程(JGJ138-2001)混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程(JGJ149-2017)鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)(GB5OO17-2O17)執(zhí)行《混規(guī)》第9.261條有關(guān)規(guī)定:執(zhí)行《混規(guī)》第否否高規(guī)(JGJ-20I0)矩形鋼管碎規(guī)程(CECS159：2004)型鋼艙組合結(jié)構(gòu)規(guī)程(JGJ138-2001)混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程(JGJ149-2017)鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)(GB5OO17-2O17)荷載組合信息 地震與風(fēng)同時(shí)組合： 否屋面活荷載是否與雪荷載和風(fēng)荷載同時(shí)組合：是考慮豎向地震為主的組合：否普通風(fēng)與特殊風(fēng)是否同時(shí)進(jìn)行組合：否自動(dòng)添加自定義工況組合：是自定義工況組合方式疊加恒載分項(xiàng)系數(shù)：CDEAD= 1.30活載分項(xiàng)系數(shù)：CLIVE= 1.50風(fēng)荷載分項(xiàng)系數(shù)：CWIND= 1.50水平地震力分項(xiàng)系數(shù)：CEA.H= 1.30豎向地震力分項(xiàng)系數(shù)：CEA.V=0.50溫度荷載分項(xiàng)系數(shù)：CTEMP= 1.40吊車荷載分項(xiàng)系數(shù)：CCRAN= 1.40特殊風(fēng)荷載分項(xiàng)系數(shù)：CSPW= 1.40活荷載的組合值系數(shù)：CD_L=0.70風(fēng)荷載的組合值系數(shù)：CD_W=0.60重力荷載代表值效應(yīng)的活荷組合值系數(shù)：CEA_L=0.50重力荷載代表值效應(yīng)的吊車荷載組合值系數(shù):CEA_C=0.50吊車荷載組合值系數(shù)：CD_C=0.70溫度作用的組合值系數(shù)：僅考慮恒載、活載參與組合：CD.TDL=0.60考慮風(fēng)荷載參與組合：CD.TW=0.00考慮地震作用參與組合： CD_TE=0.00=0.30碎構(gòu)件溫度效應(yīng)折減系數(shù)： CC.T是否計(jì)算吊車荷載： 否地下信息 室外地面相對(duì)于結(jié)構(gòu)底層底部的高度(m):Hsoil=0.00土的X向水平抗力系數(shù)的比例系數(shù)(MN/m4):MX= 10.00土的Y向水平抗力系數(shù)的比例系數(shù)(MN/m4):MY= 10.00地面處回填土X向剛度折減系數(shù)： RKX= 0.00地面處回填土Y向剛度折減系數(shù)： RKY= 0.00性能設(shè)計(jì)信息 TOC\o"1-5"\h\z按照全國(guó)高規(guī)進(jìn)行性能設(shè)計(jì)： 否剪力墻底部加強(qiáng)區(qū)的層和塔信息 層號(hào)塔號(hào)1 12 I3 13 23 33 43 53 63 73 83 93 10用戶指定薄弱層的層和塔信息 層號(hào) 塔號(hào)用戶指定加強(qiáng)層的層和塔信息 層號(hào) 塔號(hào)約束邊緣構(gòu)件與過渡層的層和塔信息 層號(hào) 塔號(hào) 類別I 約束邊緣構(gòu)件層I 約束邊緣構(gòu)件層1 約束邊緣構(gòu)件層2 約束邊緣構(gòu)件層3 3 約束邊緣構(gòu)件層3 4 約束邊緣構(gòu)件層3 5 約束邊緣構(gòu)件層3 6 約束邊緣構(gòu)件層3 7 約束邊緣構(gòu)件層3 8 約束邊緣構(gòu)件層3 9 約束邊緣構(gòu)件層3 10 約束邊緣構(gòu)件層4 1 約束邊緣構(gòu)件層4 2 約束邊緣構(gòu)件層4 3 約束邊緣構(gòu)件層4 4 約束邊緣構(gòu)件層4 5 約束邊緣構(gòu)件層4 6 約束邊緣構(gòu)件層4 7 約束邊緣構(gòu)件層4 8 約束邊緣構(gòu)件層4 9 約束邊緣構(gòu)件層4 10 約束邊緣構(gòu)件層********************************************************** 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)量附加質(zhì)量自定義工況荷載質(zhì)量12 1質(zhì)量比33.772(m)-52.885(m)61.400(0856.1(t)4.30.00.00.42298.717-53.51161.400628.780.80.00.00.403101.198-30.75659.600520.214.60.00.00.534106.584-5.15261.400360.50.00.00.00.215101.32220.26559.600510.014.50.00.00.53634.70442.51461.400855.84.70.00.00.42799.35143.21361.400631.52.20.00.0035II133.909-54.43856.9001906.2119.10.00.02 103.026-54.56756.9001678.893.50.00.02 100.365-54.82543.4001526.583.50.0488.61.311.163 103.143-30.39655.100939.369.00.00.03 104.140-30.46941.600780.287.80.00.01.131.004 104.909-5.15256.9001628.177.70.00.04 105.169-5.18543.400980.057.10.0543.11.53（＞1.5不滿足高規(guī)3.5.6條）0.995 103.25620.23755.100919.167.70.00.05 104.14319.96641.600823.556.00.00.01.111.006 34.05144.13856.9001909.4121.50.00.06 33.79044.49943.4002039.479.70.0551.00.961.297 102.87344.21756.9001716.790.60.00.07 100.29744.51743.4001532.982.40.0503.31361.20101 33.664-53.98752.4001466.3220.80.0495.0 71 33.750-54.23038.9001439.676.60.0566.31.001.002 102.170-5434752.4001239.1118.40.00.02 103.069-54.53338.9001235.277.90.0500.40.720.993 104.009-30.56950.600839.750.80.00.03 104.135-30.46537.100779.787.60.00.01.041.004 105.216-5.10752.4001006.5107.80.00.04 105.254-5.18238.900991.954.00.0554.80.640.995 104.11619.97650.600835.750.40.00.05 104.14419.96537.100823.556.10.00.01.011.006 33.76343.55952.4001506.589.60.0522.26 33.82443.92638.9001436.879.10.0551.00.941.007 102.17143.72952.4001224.5108.40.00.07 103.00143.89638.9001239.181.60.0440.00.700.9791 33.632-54.06147.9001572.782.00.0528.1 61 33.756-54.23134.4001446.076.60.0566.30.810.762 103.069-54.48647.9001336.273.20.0486.12 103.029-54.52134.4001248.477.90.0500.40.900.853 104.101-30.42746.100771.487.90.00.03 104.132-30.46532.600781.087.60.00.00.991.014 104.991-5.03247.9001164.562.60.0510.14 105.251-5.18234.4001000.254.00.0554.81.100.975 104.14419.96646.100823.656.00.00.05 104.14319.96632.600823.556.00.00.01.001.006 33.73043.66847.9001614.880.70.0547.66 33.82443.92834.4001446.380.90.0547.00.840.777 102.99744.⑼47.9001341.470.10.0495.07 103.07644.22834.4001246.976.80.0500.50.900.8381 33.770-54.80143.4002036.878.20.0566.38 28.757-29.60232.600105.00.90.00.01.290.18

939.475-30.17732.600113.27.10.00.01033.83720.00923.600603.630.50.00.00.210.941034.35619.60632.600277.05.10.00.03 133.921-53.94421.4003703.6130.30.00.00.410.075133.796-54.86629.9002105.877.80.0566.32102.900-54.17121.4003263.411230.00.00.820.062100.461-55.01929.9001601.678.50.0476.43103.141-30.38919.100974.634.50.00.00.720.023104.108-30.43528.100774.687.60.00.04104.697-5.13021.4003038.7103.50.00.00.980.064105.234-5.18029.9001044.654.00.0554.85103.13920.21819.100956.934.00.00.00.580.025104.16019.95628.100825.756.00.00.0633.94343.63821.4003708.2130.30.00.01.000.07633.87244.58929.9002105.479.90.0513.37102.93943.86721.4003277.0104.30.00.00.810.067100.60644.57429.9001606.777.60.0500.5833.778-30.03919.100510.920.60.00.00.720.01834.112-29.94328.100539.437.10.00.0934.226?5.13221.4002844.3101.50.00.01.270.05934.071-5.15229.9001446.120.40.00.01034.33220.38719.100649.325.70.00.00.790.011034.08319.82628.100651.732.70.00.02 171.97915.62711.10051811.62586.80.00.01.081.084133.920-54.31325.4002526.527.00.0794.41170.66710.7786.00045776.44655.80.00.00.871.002103.723-54.45625.4002249.914.20.0750.80.89活教產(chǎn)生的總質(zhì)量⑴：12643.5353104.133-30.42223.600790.088.00.00.0恒載產(chǎn)生的總質(zhì)量⑴：207152.9220.87附加總質(zhì)量⑴：0.0004104.981-5.14325.4002051.00.00.0795.2自定義工況荷載產(chǎn)生的總質(zhì)量⑴：18015.2730.91結(jié)構(gòu)的總質(zhì)量⑴：237811.7195104.16719.95623.600829.156.20.00.0恒載產(chǎn)生的總質(zhì)量包括結(jié)構(gòu)自申.和外加恒載0.89結(jié)構(gòu)的總質(zhì)量包括恒載產(chǎn)生的質(zhì)量、活我產(chǎn)生的質(zhì)量、附加質(zhì)量和自定義工況荷載產(chǎn)生的質(zhì)量633.91643.97225.4002506.726.80.0795.0活載產(chǎn)生的總質(zhì)量、白定義工況荷載產(chǎn)生的總質(zhì)量和結(jié)構(gòu)的總質(zhì)量是折減后的結(jié)果（11=1000kg)0.877103.60144.17425.4002275.913.20.0750.70.90**************************************************************************834.054-29.97823.600417.535.20.00.0*塔樓（裙房以上）、裙房（不含地下室）、整體結(jié)構(gòu)（含地下室）的綜合質(zhì)心坐標(biāo)信息*0.85**************************************************************************934.002-5.32725.4001730.3131.90.00.00.63質(zhì)心X質(zhì)心Y(m)(m)(m)塔樓：72.970-5.243裙房：71.33413.243整體：72.2522.883********************************************************** 各層構(gòu)件數(shù)量、構(gòu)件材料和層高 **********************************************************層號(hào)（標(biāo)準(zhǔn)層號(hào)）塔號(hào)梁元數(shù)柱元數(shù)墻元數(shù)層高累計(jì)高度（混凝土/主筋/箍筋）（混凝土/主筋/箍筋）（混凝土/主筋/水平筋/豎向筋）(m)(m)1(1)12585(30/435/360)356(40/435/360)474(40/360/360/360)6.0006.0002(2)12656(40/435/360)335(40/435/360)261(40/360/360/360)5.10011.1003(3)1309(30/360/360)22(55/360/360)27(55/360/360/360)1030021.4002265(30/360/360)19(55/360/360)25(55/360/360/360)10.30021.4003111(30/360/360)17(55/360/360)15(55/360/360/360)8.00019.1004228(30/360/360)16(55/360/360)24(55/360/360/360)10.30021.4005111(30/360/360)17(55/360/360)15(55/360/360/360)8.00019.1006308(30/360/360)22(55/360/360)27(55/360/360/360)10.30021.4007257(30/360/360)19(55/360/360)25(55/360/360/360)10.30021.400860(30/360/360)16(55/360/360)0(55/360/360/360)8.00019.1009229(30/360/360)16(55/360/360)21(55/360/360/360)10.30021.4001084(30/360/360)20(55/360/360)0(55/360/360/360)8.00019.100

4(4)1 318(30/360/360)42(55/360/360)27(55/360/360/360)4.00025.40025.4002275(30/360/360)39(55/360/360)25(55/360/360/360)4.00023.600393(30/360/360)9(55/360/360)14(55/360/360/360)4.50025.4004236(30/360/360)36(55/360/360)24(55/360/360/360)4.00023.6005101(30/360/360)9(55/360/360)14(55/360/360/360)4.50025.4006316(30/360/360)42(55/360/360)27(55/360/360/360)4.00025.4007276(30/360/360)39(55/360/360)25(55/360/360/360)4.00023.600845(30/360/360)8(55/360/360)0(55/360/360/360)4.50025.4009225(30/360/360)16(55/360/360)29(55/360/360/360)4.00023.6001076(30/360/360)10(55/360/360)0(55/360/360/360)4.5005(5)29.9001336(30/360/360)50(50/360/360)0(50/360/360/360)4.50029.9002284(30/360/360)45(50/360/360)0(50/360/360/360)4.50028.100393(30/360/360)9(50/360/360)14(50/360/360/360)4.50029.9004221(30/360/360)40(50/360/360)0(50/360/360/360)4.50028.1005101(30/360/360)9(50/360/360)14(50/360/360/360)4.50029.9006353(30/360/360)5(X50/360/360)0(50/360/360/360)4.50029.9007287(30/360/360)45(50/360/360)0(50/360/360/360)4.50028.100850(30/360/360)8(50/360/360)0(50/360/360/360)4.50029.9009774(30/360/360)160(50/360/360)0(50/360/360/360)4.50028.10010102(30/360/360)10(50/360/360)0(50/360/360/360)4.5006(6)34.4001301(30/360/360)46(50/360/360)0(50/360/360/360)4.5002262(30/360/360)43(50/360/360)0(50/360/360/360)4.5006338(30/360/360)5(X40/360/360)0(40/360/360/360)4.50034.40043.400393(30/360/360)9(50/360/360)14(50/360/360/360)4.5007265(30/360/360)45(40/360/360)0(40/360/360/360)4.50032.60043.4004221(30/360/360)40(50/360/360)0(50/360/360/360)4.5009(9)1283(30/360/360)46(40/360/360)(X40/360/360/360)4.50034.40047.9005101(30/360/360)9(50/360/360)14(50/360/360/360)4.5002233(30/360/360)43(40/360/360)0(40/360/360/360)4.50032.60047.9006318(30/360/360)46(50/360/360)0(50/360/360/360)4.500393(30/360/360)9(40/360/360)14(40/360/360/360)4.50034.40046.1007265(30/360/360)43(50/360/360)0(50/360/360/360)4.5004203(30/360/360)40(40/360/360)0(40/360/360/360)4.50034.40047.900816(30/360/360)6(50/360/360)0(50/360/360/360)4.5005101(30/360/360)9(40/360/360)14(40/360/360/360)4.50032.60046.100917(30/360/360)4(50/360/360)0(50/360/360/360)4.5006273(30/360/360)46(40/360/360)0(40/360/360/360)4.50032.60047.9001062(30/360/360)11(50/360/360)0(50/360/360/360)4.5007229(30/360/360)43(40/360/360)0(40/360/360/360)4.50032.60047.9007(7)1301(30/360/360)46(40/360/360)(X40/360/360/360)4.50010(10)1280(30/360/360)46(30/360/360)(X30/360/360/360)4.50038.90052.4002259(30/360/360)43(40/360/360)0(40/360/360/360)4.5002233(30/360/360)43(30/360/360)0(30/360/360/360)4.50038.90052.400393(30/360/360)9(40/360/360)14(40/360/360/360)4.500399(30/360/360)9(30/360/360)14(30/360/360/360)4.50037.10050.6004221(30/360/360)40(40/360/360)0(40/360/360/360)4.5004204(30/360/360)40(30/360/360)0(30/360/360/360)4.50038.90052.4005101(30/360/360)9(40/360/360)14(40/360/360/360)4.500599(30/360/360)9(30/360/360)14(30/360/360/360)4.50037.10050.6006303(30/360/360)46(40/360/360)0(40/360/360/360)4.5006260(30/360/360)46(30/360/360)0(30/360/360/360)4.50038.90052.4007246(30/360/360)43(40/360/360)0(40/360/360/360)4.5007233(30/360/360)43(30/360/360)0(30/360/360/360)4.50038.90052.4008(8)1324(30/360/360)50(40/360/360)(X40/360/360/360)4.50011(ID1275(30/360/360)46(30/360/360)0(30/360/360/360)4.50043.40056.9002261(30/360/360)45(40/360/360)0(40/360/360/360)4.5002224(30/360/360)43(30/360/360)0(30/360/360/360)4.50043.40056.900393(30/360/360)9(40/360/360)14(40/360/360/360)4.5003109(30/360/360)9(30/360/360)16(30/360/360/360)4.50041.60055.1004213(30/360/360)40(40/360/360)0(40/360/360/360)4.5004180(30/360/360)40(30/360/360)0(30/360/360/360)4.50043.40056.9005101(30/360/360)9(40/360/360)14(40/360/360/360)4.5005109(30/360/360)9(30/360/360)14(30/360/360/360)4.50041.60055.1006275(30/360/360)46(30/360/360)0(30/360/360/360)4.50056.9007227(30/360/360)43(30/360/360)0(30/360/360/360)4.50056.90012(12)1124(30/360/360)44(30/360/360)0(30/360/360/360)4.50061.400278(30/360/360)37(30/360/360)0(30/360/360/360)4.50061.400359(30/360/360)9(30/360/360)5(30/360/360/360)4.50059.600432(30/360/360)28(30/360/360)0(30/360/360/360)4.50061.400559(30/360/360)9(30/360/360)5(30/360/360/360)4.50059.6006131(30/360/360)46(30/360/360)0(30/360/360/360)4.50061.400778(30/360/360)38(30/360/360)0(30/360/360/360)4.50061.400********************************************************** 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傾短彎矩121253.03253.01138.6372.65372.71676.92253.03253.01138.6306.74306.71380.33107.29107.3482.8232.34232.31045.54266.77266.81200.5253.03253.01138.65107.29107.3482.8232.34232.31045.56253.03253.01138.6372.65372.71676.97253.03253.01138.6306.74306.71380.3111239.50492.53355.0352.95725.64942.12239.50492.53355.0290.42597.24067.63162.96270.21698.9219.80452.13080.24252.53519.33537.3239.50492.53355.05161.31268.61691.5219.80452.13080.26239.50492.53355.0352.95725.64942.17239.50492.53355.0290.42597.24067.6101226.39718.96590.2333.831059.49709.62226.39718.96590.2274.60871.87990.6

3153.86424.13607.4207.60659.76049.04238.72758.06948.4226.39718.96590.1515231420.93585.7207.60659.76049.0622639718.96590.2333.831059.49709.67226.39718.96590.2274.60871.87990.69 1213.58932.510786.4315.141374.615895.22213.58932.510786.4259.131130.913079.63144.95569.16168.2195.64855.49898.24225.23983.211373.1213.57932.510786.35143.49564.46125.5195.64855.49898.26213.58932.510786.4315.141374.615895.17213.58932.510786.4259.131130.913079.68 1200.951133.415886.9296.701671.323415.92200.951133.415886.9243.891374.819266.23136.15705.29341.7183.821039.214574.64211.931195.216751.4200.951133.415886.85134.77699.29271.8183.821039.214574.66200.951133.415886.9296.701671.323415.97200.951133.415886.9243.891374.819266.27 1188.401321.821835.2278.361949.632189.32188.401321.821835.3228.721603.526482.03127.36832.613088.3172.021211.220025.14198.701393.923023.8188.401321.821835.05126.08825312985.4172.021211.220025.16188.401321.821835.2278.361949.632189.27188.401321.821835.2228.721603.526482.06 1175.791497.628574.6259.922209.64213232175.791497.628574.6213.491817.034658.53118.51951.117368.2160.121371.326196.24185.421579.330130.7175.791497.628574.35117.31942.617227.0160.121371.326196.26175.791497.628574.6259.922209.642132.27175.791497.628574.6213.491817.034658.4852.9953.0238.537.1437.1167.1953.9253.9242.629.6429.6133.41096.7996.8435.689.8189.8404.15 1162.981660.636047.4241.172450.753160.52162.981660.636047.4198.002015.043726.03109.471060.622140.7147.971519.333033.24171.931751.238011.3162.981660.636047.15108.361050.921956.1147.971519.333033.26162.981660.636047.4241.172450.753160.57162.981660.636047.4198.002015.043725.98109.47216.41454.883.78150.6978.19168.02168.0756.1168.58168.6758.610109.47206.31363.883.22173.01182.84 1134.981795.643229.8197.192647.963752.22134.981795.643229.9162.722177.752436.83100.111160.727363.7135.381654.740479.34142.301893.545585.4134.981795.643229.4599.091150.027131.2135381654.740479.36134.981795.643229.8197.192647.963752.17134.981795.643229.8162.722177.752436.88100.11316.52879.076.59227.22000.39140.47308.51990.1140.47309.11994.810101.13307.42747.076.08249.12303.73 1319.182114.865012.1466.653114.695832.32319.182114.865012.2384.912562.678832.03160.401321.137932.3217.031871.755453.24336.512230.068554.9318.632114.265005.95158.771308.837601.5217.031871.755453.26319.182114.865012.1466.653114.695832.27319.182114.865012.1384.912562.678832.08160.40476.96694.2122.68349.84799.09332.18640.78589.1332.18641.28599.510162.03469.46502.4121.85371.05271.42 1576.4815482.5504883.8413.0318987.2640745.21 1587.9816070.5601306.8467.9919455.2757476.1各樓層偶然偏心信息層號(hào)1塔號(hào)1X向偏心0.050Y向偏心0.050210.0500.050310.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.05080.0500.05090.0500.050100.0500.0504 10.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.05080.0500.05090.0500.050100.0500.0505 10.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.05080.0500.05090.0500.050100.0500.0506 10.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.05080.0500.05090.0500.050100.0500.0507 10.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.0508 10.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.050910.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.0501010.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.0501110.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.0501210.0500.05020.0500.05030.0500.05040.0500.05050.0500.05060.0500.05070.0500.050各樓層等效尺寸（單位:m,m**2）層號(hào)塔號(hào)面積 形心X1 1 15245.98 70.782 1 11711.59 72.933 1 1076.80 34.07形心丫等效寬B等效高H最大寬BMAX最小寬BMIN13.92 112.18 138.63 138.90 111.8415.82 95.89 145.35 146.10 94.75-53.43 39.61 27.01 39.61 27.01

2907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.998216.7234.07-30.0512.4317.2817.2812.439876.1634.07-5.1529.6029.6029.6029.6010217.5834.1019.8512.3317.4917.4912.334 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.998216.7234.07-30.0512.4317.2817.2812.439876.1634.07-5.1529.6029.6029.6029.6010217.5834.1019.8512.3317.4917.4912.335 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-303220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.998216.7234.07-30.0512.4317.2817.2812.439876.1634.07-5.1529.6029.6029.6029.6010215.8634.1019.8512.361730173012.366 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.99837.6929.20-29.345.608.318.704.97940.4239.02-30.054.708.608.604.7010166.8033.8819.7013.0412.8513.0512.837 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.998 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.999 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.9910 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57?5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.991111076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993358.43103.83-30.3220.5317.1020.5417.094828.79104.57-5.1528.0029.6029.6028.005355.95103.8220.0820.5816.9220.5816.9261076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1027.4633.4926.9912 11076.8034.07-53.4339.6127.0139.6127.012907.99102.24-53.8133.1027.4633.4926.993266.68103.57-30.6522.6011.8022.6011.804828.79104.57?5.1528.0029.6029.6028.005266.68103.5720.3522.6011.8022.6011.8061076.8034.0743.1339.6127.0139.6127.017907.99102.2443.5033.1127.4633.4926.99各樓層的單位面積質(zhì)量分布（單位:kg/m**2）層號(hào)1塔號(hào)1單位面積質(zhì)量g[i]3307.90質(zhì)量比max(g(i]/g[i-l],g[i]/g(i+l])1.00214644.841.40313560.501.1523717.771.1232815.141.1543791.291.1052783.941.1263564.681.1573723.871.1182452.491.1793362.181.58103102.651.06413109.091.2223320.311.4032449.451.0243434.081.7252487.031.0063091.111.2373347.781.3982088.560.8592125.391.27102914.290.94512553.711.3222375.011.1832405.580.9941995.091.0352476.941.0062506.081.3072406.211.2082660.361.2791673.870.86103170.521.87611939.911.0022011.751.0132423.221.0141941.531.0152470.891.0061926.241.0072009.041.0482810.641.4592973.961.54101691.160.877 11933.981.0021997.210.9932419.801.0041931.521.0152471.071.0061919.441.0071939.180.978 12490.031.2922311.271.1632421.501.0141906.710.9952470.891.0062479.671.2972333.261.209 12027.131.0022087.611.4032397.400.9942096.20i.5652471.371.0062083.101.0672099.601.4310 12026.451.0821494.980.7732484.421.0441344.530.6552489381.0161967.221.0471468.010.741111880.782.3521951.912.5032813.011.4042058.214.7352772.061.4161886.0023671990.442.8512 1799.041.002781.450.9832005.422.514434.980.542.461.002.461.000.87799.08697.96計(jì)算信息工程文件名： dag拼整計(jì)算日期 :2020.6.24開始時(shí)間 17:58:32機(jī)器內(nèi)存 8I44.0MB可用內(nèi)存 4923.0MB結(jié)構(gòu)總出口自由度為： 99957結(jié)構(gòu)總自由度為 192729第一步：數(shù)據(jù)預(yù)處理第二步：計(jì)算結(jié)構(gòu)質(zhì)量、剛度、剛心等信息第三步：結(jié)構(gòu)整體有限元分析結(jié)構(gòu)有限元分析：地震工況結(jié)構(gòu)有限元分析：一般工況結(jié)構(gòu)有限元分析：自定義工況第四步：計(jì)算構(gòu)件內(nèi)力結(jié)束日期 :2020.6.24結(jié)束時(shí)間 18:5:7總用時(shí) 0:6:35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（剪切剛度）RatxLRatyl: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（《抗規(guī)》剛度比）Ratx2,Raty2:X?Y方向的剛度比，對(duì)于非廣東地區(qū)分框架結(jié)構(gòu)和非框架結(jié)構(gòu).框架結(jié)構(gòu)剛度比與《抗規(guī)》類似，非框架結(jié)構(gòu)為考慮層高修正的剛度比；對(duì)于廣東地區(qū)為考慮層高修正的剛度比（《高規(guī)》剛度比）RJX1,RJY1,RJZ1:結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度（剪切剛度）RJX3,RJY3,RJZ3:結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度（地震剪力與地震層間位移的比）FloorNo.1 TowerNo.1Xstif= 72.2975(m) Ystif=-0.0998(m) Alf=-11.6638(Degree)Xmass=70.6672(m) Ymass=10.7783(m) Gmass(活荷折減)=55088.0117(50432.1836)⑴Eex= 0.0253 Eey= 0.1676Ratx= 1.0000 Raty= 1.0000Ratxl= 3.4540 Raty1= 3.8420Ratx2= 1.8963 Ra(y2= 2.1093薄弱層地震剪力放大系數(shù)=1.00RJX1=6.2191E+O8(kN/m)RJYI=6,l519E+08(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.4187E+O8(kN/m)RJY3=3.2264E+O8(kN/m)RJZ3=0.0000E+00(kN/m)RJX3*H=2.0512E+09(kN)RJY3*H=1,9359E+09(kN)RJZ3*H=0.00(X)E+00(kN)FloorNo.2TowerNo.1Xstif=68.6718(m) Ystif=0.8160(m) Alf= -2.5704(Degree)Xmass=71.9790(m) Ymass=I5.6266(m) Gmass(活荷折減)=56985.2891(54398.4648)⑴Eex= 0.0565 Eey= 0.2514Ratx= 0.9486 Raty= 0.8595Ratxl= 4.6767 Ratyl= 4.6187Ratx2= 2.0019 Raty2= 2.0719薄弱層地廢剪力放大系數(shù)=1.00RJX1=5.8996E+08(kN/m)RJY1=5.2874E+O8(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.4l40E+08(kN/m)RJY3=l.l997E+08(kN/m)RJZ3=0.0000E+00(kN/m)RJX3*H=7.2H2E+08(kN)RJY3*H=6.1184E+O8(kN)RJZ3*H=0.0000E+00(kN)FloorNo.3 TowerNo.1Xstif=34.3097(m)Ystif=■54.4732(m) Alf= -0.4538(Degree)Xmass=33.92O8(m)Ymass=-53.944l(m) Gmass(活荷折減)=3964.2954(3833.9468)(1)Eex=0.0399Eey=0.0525Ratx=0.0709Raty=0.0739Ratx0.8188Ratyl=0.7395Ratx2=1.3418Raty2=1.2117薄弱層地震剪力放大系數(shù)=1.25

RJX1=4.1833E+O7(kN/m)RJY1=3.905!E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=6.2938E+O6(kN/m)RJY3=4.7601E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3*H=6.4826E+07(kN)RJY3*H=4.9029E+07(kN)RJZ3*H=0.0000E+00(kN)FloorNo.3 lowerNo.2Xstif= 104.6041(m) Ystif= -54.3192(m) Alf= -1.5O19(Degree)Xmass=102.9002(m) Ymass=-54.171l(m) Gmass(活荷折減尸3487.9937(Eex= 0.1683 Eey= 0.0146Ratx=0.0621 Raty=0.0717Ratx1= 0.8421 Raly1= 0.7660Ratx2= 1.3799 Raty2= 1.2551薄弱層地震剪力放大系數(shù)=1.25RJX1=3.664OE+O7(kN/m)RJYI=3.7915E+O7(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=5.8287E+O6(kN/m)RJY3=4.8397E+O6(kN/m)RJZ3=0.00(K)E+00(kN/m)RJX3*H=6.0036E+07(kN)RJY3*H=4.9849E+07(kN)RJZ3*H=O.OOOOE-HXXkN)3375.7000)(0FloorNo.3 TbwerNo.3Xs(if=97.9257(m) Ystif=-30.401l(m) Alf= 0.1545(Degrec)Xmass=103.l411(m) Ymass=-3O.3888(m) Gmass(活荷折減尸1043.5269(Eex= 0.7333 Eey= 0.0017Raix= 0.0147 Raty= 0.0136Ratxl= 1.2145 Raty1= 1.2538Ratx2= 1.3740 Raty2= 1.4185薄弱層地震剪力放大系數(shù)=1.00RJX1=8.6792E+O6(kN/m)RJYI=7.2066E+06(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.1539E-H)6(kN/m)RJY3=6.0666E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3*H=9.2310E+06(kN)RJY3*H=4.8532E+06(kN)RJZ3*H=0.0000E+00(kN)1009.0435)(1)FloorNo.3 TbwerNo.4Xs(if= 104.4829(m) Ystif= -5.2670(m) Alf= -0.3819(Degree)Xmass=IO4.6966(m) Ymass=-5.1297(m) Gmass(活荷折減)=3245.6699(Eex= 0.0204 Eey= 0.0134Ratx= 0.0632 Raty= 0.0811Ratxl= 0.9351 Ratyl= 0.9043Ratx2= 1.5322 Ra<y2= 1.4818薄弱層地震的力放大系數(shù)=1.25RJX1=3.7267E+O7(kN/m)RJYI=4.2892E+O7(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=5.8789E+O6(kN/m)RJY3=6.2064E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3*H=6.0553E+07(kN)RJY3*H=6.3926E+07(kN)RJZ3*H=0.0000E+00(kN)3142.1919)(0FloorNo.Xs(if=Xmass=Eex=Ratx=3 TowerNo.598.0869(m) Ystif= 20.6942(m) Alf=O.O323(Degree)103.139l(m) Ymass= 20.218l(m