C區(qū)車庫計算書盈建科軟件PAGE\*roman1目錄第1章設(shè)計依據(jù) 1第2章計算軟件信息 1第3章設(shè)計參數(shù) 13.1結(jié)構(gòu)總體信息 13.2計算控制信息 13.3風(fēng)荷載信息 13.4地震信息 13.5設(shè)計信息 13.6活荷載信息 13.7構(gòu)件設(shè)計信息 13.8包絡(luò)設(shè)計 13.9鑒定加固 13.10裝配式 13.11材料信息 13.12鋼筋強度 13.13地下室信息 13.14荷載組合 1第4章結(jié)構(gòu)基本信息 14.1樓層屬性 14.2塔屬性 14.3構(gòu)件統(tǒng)計 14.4樓層質(zhì)量 14.5樓層尺寸、單位質(zhì)量 14.6軟件版本 1第5章周期、振型 15.1振型基本計算結(jié)果 15.2振型阻尼比 15.3X、Y向地震單振型樓層反應(yīng)力 15.3.1僅考慮X向地震作用時的地震力(采用非強制剛性樓板假定模型計算結(jié)果) 15.3.2僅考慮Y向地震作用時的地震力(采用非強制剛性樓板假定模型計算結(jié)果) 15.4X、Y向地震單振型樓層剪力 15.5X、Y向地震CQC組合后結(jié)果 1第6章樓層風(fēng)荷載、地震作用統(tǒng)計結(jié)果 16.1風(fēng)荷載信息 16.2風(fēng)荷載下框架剪力統(tǒng)計 16.3風(fēng)荷載下框架傾覆彎矩統(tǒng)計(抗規(guī)方式) 16.4風(fēng)荷載外力、層剪力、傾覆彎矩統(tǒng)計 16.5規(guī)定水平力 16.6規(guī)定水平力下傾覆彎矩統(tǒng)計(抗規(guī)方式) 16.7規(guī)定水平力下傾覆彎矩統(tǒng)計(軸力方式) 16.8地震作用下框架剪力統(tǒng)計 16.9地震外力、層剪力、傾覆彎矩統(tǒng)計 1第7章工況、組合 17.1工況設(shè)定 17.2荷載組合表 1第8章整體指標(biāo)統(tǒng)計 18.1周期比 18.2層剛度統(tǒng)計(各層剛心、偏心率、相鄰層側(cè)移剛度比等計算信息) 18.3結(jié)構(gòu)整體穩(wěn)定驗算 18.4結(jié)構(gòu)整體抗傾覆驗算 18.5樓層抗剪承載力驗算 18.6薄弱層信息 18.7剪重比調(diào)整系數(shù) 18.8位移角和位移比 18.9風(fēng)振舒適度驗算 1盈建科軟件PAGE\*Arabic1第1章設(shè)計依據(jù)本工程按照如下規(guī)范、規(guī)程進行設(shè)計:1、《工程結(jié)構(gòu)通用規(guī)范》GB55001-20212、《建筑與市政工程抗震通用規(guī)范》GB55002-20213、《建筑與市政地基基礎(chǔ)通用規(guī)范》GB55003-20214、《組合結(jié)構(gòu)通用規(guī)范》GB55004-20215、《鋼結(jié)構(gòu)通用規(guī)范》GB55006-20216、《砌體結(jié)構(gòu)通用規(guī)范》GB55007-20217、《混凝土結(jié)構(gòu)通用規(guī)范》GB55008-20218、《既有建筑鑒定與加固通用規(guī)范》GB55021-20219、《荷載規(guī)范》:《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-201210、《混凝土規(guī)范》或《混規(guī)》:《混凝土結(jié)構(gòu)設(shè)計規(guī)范》GB50010-2010(2015版)11、《抗震規(guī)范》或《抗規(guī)》:《建筑抗震設(shè)計規(guī)范》GB50011-2010(2016版)12、《高規(guī)》:《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》JGJ3-201013、《廣東高規(guī)》:廣東省標(biāo)準(zhǔn)《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》DBJ/T15-92-202114、《上?？挂?guī)》:上海市工程設(shè)計規(guī)范《建筑抗震設(shè)計規(guī)范》DGJ08-9-201315、《人防規(guī)范》:《人民防空地下室設(shè)計規(guī)范》GB50038-200516、《鋼結(jié)構(gòu)標(biāo)準(zhǔn)》:《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》GB50017-201717、《高鋼規(guī)》:《高層民用建筑鋼結(jié)構(gòu)技術(shù)規(guī)程》JGJ99-201518、《門剛規(guī)程》:《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》GB51022-201519、《冷彎薄壁型鋼規(guī)范》:《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》GB50018-200220、《異形柱規(guī)程》:《混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程》JGJ149-201721、《組合規(guī)范》:《組合結(jié)構(gòu)設(shè)計規(guī)范》JGJ138-201622、《鋼骨規(guī)程》:《鋼骨混凝土結(jié)構(gòu)技術(shù)規(guī)程》YB9082-200623、《鋼管規(guī)范》:《鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)范》GB50936-201424、《疊合柱規(guī)程》:《鋼管混凝土疊合柱結(jié)構(gòu)技術(shù)規(guī)程》T/CECS188-201925、《矩形鋼管規(guī)程》:《矩形鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)程》CECS159:200426、《空心樓蓋規(guī)程》:《現(xiàn)澆混凝土空心樓蓋結(jié)構(gòu)技術(shù)規(guī)程》CECS175:200427、《鑒定標(biāo)準(zhǔn)》:《建筑抗震鑒定標(biāo)準(zhǔn)》GB50023-200928、《加固規(guī)范》:《混凝土結(jié)構(gòu)加固設(shè)計規(guī)范》GB50367-201329、《抗震加固規(guī)程》:《建筑抗震加固技術(shù)規(guī)程》JGJ116-2009第2章計算軟件信息本工程計算軟件為盈建科建筑結(jié)構(gòu)設(shè)計軟件V4.3.0第3章設(shè)計參數(shù)3.1結(jié)構(gòu)總體信息結(jié)構(gòu)體系全框支剪力墻結(jié)構(gòu)結(jié)構(gòu)材料信息鋼筋混凝土結(jié)構(gòu)所在地區(qū)全國地下室層數(shù)0嵌固端所在層號(層頂嵌固)0與基礎(chǔ)相連構(gòu)件最大底標(biāo)高(m)0.000裙房層數(shù)0轉(zhuǎn)換層所在層號2加強層所在層號0恒活荷載計算信息施工模擬三風(fēng)荷載計算信息一般計算方式地震作用計算信息計算水平地震作用是否計算吊車荷載否是否計算人防荷載否是否考慮預(yù)應(yīng)力等效荷載工況否是否生成傳給基礎(chǔ)的剛度否是否生成繪等值線用數(shù)據(jù)否是否計算溫度荷載否豎向荷載砼墻軸向剛度考慮徐變收縮影響否上部結(jié)構(gòu)計算考慮基礎(chǔ)結(jié)構(gòu)否施工模擬加載層步長1考慮填充墻剛度否采用通用規(guī)范是3.2計算控制信息水平力與整體坐標(biāo)夾角(°)0.00梁剛度放大系數(shù)按2010《混凝土規(guī)范》取值是梁剛度放大系數(shù)上限2.00邊梁剛度放大系數(shù)上限1.50連梁剛度折減系數(shù)(地震)0.70連梁剛度折減系數(shù)(風(fēng))1.00連梁按墻元計算控制跨高比4.00普通梁連梁砼等級默認同墻是墻元細分最大控制長度(m)1.00板元細分最大控制長度(m)1.00短墻肢自動加密是彈性樓板荷載計算方式平面導(dǎo)荷膜單元類型經(jīng)典膜元(QA4)考慮梁端剛域是考慮柱端剛域是墻梁跨中節(jié)點作為剛性樓板從節(jié)點是結(jié)構(gòu)計算時考慮樓梯剛度否梁與彈性板變形協(xié)調(diào)是彈性板與梁協(xié)調(diào)時考慮梁向下相對偏移否剛性樓板假定整體指標(biāo)計算采用強剛，其它計算非強剛地下室樓板強制采用剛性樓板假定否是否自動劃分多塔是自動劃分多塔時不考慮地下室是可確定最多塔數(shù)的參考層號0地震內(nèi)力按全樓彈性板6計算否自動計算現(xiàn)澆板自重是計算現(xiàn)澆空心板否增加計算連梁剛度不折減模型下的地震位移否梁墻自重扣除與柱重疊部分是樓板自重扣除與梁墻重疊部分否是否輸出節(jié)點位移否是否考慮P-Delt效應(yīng)否考慮整體缺陷否計算長度系數(shù)置為1否考慮梁元P-Delt效應(yīng)否進行屈曲分析否啟用并行求解器是使用cpu核心數(shù)量(0為自動)-2設(shè)定內(nèi)存(MB,0為自動)0自定義控制參數(shù)求解器類型PardisoCouple加載步驟數(shù)量1迭代次數(shù)[0,100]30位移控制是位移控制精度0.0010荷載控制是荷載控制精度0.00103.3風(fēng)荷載信息使用直接指定的風(fēng)洞試驗結(jié)果否多方向風(fēng)角度執(zhí)行規(guī)范GB50009-2012地面粗糙程度C修正后的基本風(fēng)壓(kN/m2)0.40風(fēng)荷載計算用阻尼比(%)5.0結(jié)構(gòu)X向基本周期(s)1.79結(jié)構(gòu)Y向基本周期(s)1.91承載力設(shè)計時風(fēng)荷載效應(yīng)放大系數(shù)1.1用于舒適度驗算的風(fēng)壓(kN/m2)0.25用于舒適度驗算的結(jié)構(gòu)阻尼比(%)2.0考慮順風(fēng)向風(fēng)振是多方向風(fēng)角度考慮橫向風(fēng)振否考慮扭轉(zhuǎn)風(fēng)振否自動計算結(jié)構(gòu)寬深是風(fēng)荷載體型系數(shù)分段數(shù)1第一段最高層號17X迎風(fēng)0.80X背風(fēng)-0.50X側(cè)風(fēng)0.00X擋風(fēng)1.00Y迎風(fēng)0.80Y背風(fēng)-0.50Y側(cè)風(fēng)0.00Y擋風(fēng)1.003.4地震信息設(shè)計地震分組一按地震動區(qū)劃圖GB18306-2015計算否設(shè)防烈度6(0.05g)場地類別Ⅲ特征周期(s)0.45周期折減系數(shù)0.90特征值分析類型WYD-RITZ振型數(shù)確定方式用戶定義用戶定義振型數(shù)30按主振型確定地震內(nèi)力符號否砼框架抗震等級三級剪力墻抗震等級三級鋼框架抗震等級三級抗震構(gòu)造措施的抗震等級不改變框支剪力墻結(jié)構(gòu)底部加強區(qū)剪力墻抗震等級自動提高一級是地下一層以下抗震構(gòu)造措施抗震等級逐層降級及抗震措施4級是阻尼比確定方法全樓統(tǒng)一結(jié)構(gòu)的阻尼比(%)5.0是否考慮偶然偏心是X向偶然偏心值0.05Y向偶然偏心值0.05偶然偏心計算方法等效扭矩法(傳統(tǒng)法)是否考慮雙向地震扭轉(zhuǎn)效應(yīng)是自動計算最不利地震方向的作用否斜交抗側(cè)力構(gòu)件方向的附加地震數(shù)0活荷載重力荷載代表值組合系數(shù)0.50地震影響系數(shù)最大值0.040罕遇地震影響系數(shù)最大值0.280地震計算時不考慮地下室以下的結(jié)構(gòu)質(zhì)量否使用自定義地震影響系數(shù)曲線否地震作用放大方法分層放大是否考慮性能設(shè)計否3.5設(shè)計信息是否按抗震規(guī)范5.2.5調(diào)整樓層地震力是是否扭轉(zhuǎn)效應(yīng)明顯否是否自動計算動位移比例系數(shù)否第一平動周期方向動位移比例（0~1）0.50第二平動周期方向動位移比例（0~1）0.50與柱相連的框架梁端M、V不調(diào)整否是否用戶指定0.2V0調(diào)整系數(shù)否0.2V0調(diào)整規(guī)則Min(0.20*Vo,1.50*Vfmax)0.2V0調(diào)整時樓層剪力最小倍數(shù)0.200.2V0調(diào)整時各層框架剪力最大值的倍數(shù)1.500.2V0調(diào)整分段數(shù)00.2V0調(diào)整上限2.00考慮雙向地震時內(nèi)力調(diào)整方式先考慮雙向地震再調(diào)整剪力墻端柱的面外剪力統(tǒng)計到框架部分0實配鋼筋超配系數(shù)1.15框支柱調(diào)整上限5.00按層剛度比判斷薄弱層方法高規(guī)和抗規(guī)從嚴(yán)底部嵌固樓層剛度比執(zhí)行《高規(guī)》3.5.2-2否自動對層間受剪承載力突變形成的薄弱層放大調(diào)整否自動根據(jù)層間受剪承載力比值調(diào)整配筋至非薄弱否是否轉(zhuǎn)換層指定為薄弱層是指定薄弱層層號0薄弱層地震內(nèi)力放大系數(shù)1.25梁端負彎矩調(diào)幅系數(shù)0.85框架梁調(diào)幅后不小于簡支梁跨中彎矩的倍數(shù)0.50非框架梁調(diào)幅后不小于簡支梁跨中彎矩的倍數(shù)0.33梁扭矩折減系數(shù)0.40實配鋼筋超配系數(shù)1.15支撐臨界角(度)(與豎軸夾角小于此值的支撐將按柱考慮)20按豎向構(gòu)件內(nèi)力統(tǒng)計層地震剪力否位移角小于此值時，位移比設(shè)置為10.00020剪力墻承擔(dān)全部地震剪力否3.6活荷載信息柱、墻活荷載是否折減是計算截面以上層數(shù)折減系數(shù)11.002-31.004-50.806-80.709-200.6520層以上0.55樓面梁活荷載折減不折減考慮活荷不利布置的最高層號17梁活荷載內(nèi)力放大系數(shù)1.003.7構(gòu)件設(shè)計信息柱配筋計算原則單偏壓雙偏壓時角筋最大直徑32連梁按對稱配筋設(shè)計否抗震設(shè)計的框架梁端配筋考慮受壓鋼筋是矩形混凝土梁按T形梁配筋否按簡化方法計算柱剪跨比（Hn/2h0）是墻柱配筋設(shè)計考慮端柱否墻柱配筋設(shè)計考慮翼緣墻否與剪力墻面外相連的梁按框架梁設(shè)計是驗算一級抗震墻施工縫是梁壓彎設(shè)計控制軸壓比0.40梁端配筋內(nèi)力取值位置(0-節(jié)點，1-支座邊)0.00鋼構(gòu)件截面凈毛面積比0.85X向鋼柱計算長度是否按有側(cè)移計算是Y向鋼柱計算長度是否按有側(cè)移計算是按《鋼規(guī)》5.3.3-2自動判斷強弱支撐否執(zhí)行門規(guī)GB51022附錄A.0.8否不計算地震作用時按重力荷載代表值計算柱軸壓比否框架柱的軸壓比限值按框架結(jié)構(gòu)采用否梁保護層厚度(mm)20柱保護層厚度(mm)20底部加強區(qū)全部設(shè)為約束邊緣構(gòu)件否歸入陰影區(qū)的λ/2區(qū)最大長度0.00面外梁下生成暗柱邊緣構(gòu)件全都生成邊緣構(gòu)件合并距離(mm)300短肢邊緣構(gòu)件合并距離(mm)600邊緣構(gòu)件尺寸取整模數(shù)(mm)10構(gòu)造邊緣構(gòu)件尺寸設(shè)計依據(jù)《高規(guī)》JGJ3-2010第7.2.16條約束邊緣構(gòu)件尺寸依據(jù)《廣東高規(guī)》設(shè)計否組合梁施工荷載(kN/m2)1.50型鋼混凝土構(gòu)件設(shè)計依據(jù)《組合結(jié)構(gòu)設(shè)計規(guī)范》JGJ138-2016執(zhí)行《高鋼規(guī)》JGJ99-2015是按疊合柱設(shè)計的疊合比0.00執(zhí)行《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》(GB50017-2017)是按寬厚比等級控制局部穩(wěn)定是截面寬厚比等級S3支撐桿件截面寬厚比等級S33.8包絡(luò)設(shè)計是否分塔與整體分別計算，并取大否自動取框架和框架-抗震墻模型計算大值否是否與其它模型進行包絡(luò)取大否3.9鑒定加固是否鑒定加固否3.10裝配式是否是裝配式結(jié)構(gòu)否3.11材料信息混凝土容重(kN/m3)26.00砌體容重(kN/m3)22.00鋼材容重(kN/m3)78.00輕骨料混凝土容重(kN/m3)18.50輕骨料混凝土密度等級1800梁箍筋間距(mm)100柱箍筋間距(mm)100墻水平分布筋最大間距(mm)200墻豎向分布筋最小配筋率(%)0.30墻水平分布筋最小配筋率(%)0.20結(jié)構(gòu)底部單獨指定墻豎向分布筋配筋率的層號無結(jié)構(gòu)底部單獨指定層的墻豎向分布配筋率0.603.12鋼筋強度HPB300鋼筋強度設(shè)計值（N/mm2）270HRB400鋼筋強度設(shè)計值（N/mm2）360HRB500鋼筋強度設(shè)計值（N/mm2）4353.13地下室信息土的水平抗力系數(shù)的比例系數(shù)(MN/m4)10.00扣除地面以下幾層回填土約束0外墻分布筋保護層厚度(mm)35回填土容重(kN/m3)18.00回填土側(cè)壓力系數(shù)0.50室外地平標(biāo)高(m)-0.35地下水位標(biāo)高(m)-20.00室外地面附加荷載(kN/m2)0.00基礎(chǔ)水工況組合方式疊加地下室側(cè)土約束施加方式頂板雙向彈簧按反應(yīng)位移法計算地下結(jié)構(gòu)的地震作用否3.14荷載組合結(jié)構(gòu)重要性系數(shù)1.00采用自定義組合否使用建模自定義組合模板否恒載分項系數(shù)1.30活載分項系數(shù)1.50活荷載組合值系數(shù)0.70活荷載頻遇值系數(shù)0.60活荷載準(zhǔn)永久值系數(shù)0.50考慮結(jié)構(gòu)設(shè)計使用年限的活荷載調(diào)整系數(shù)1.00風(fēng)荷載分項系數(shù)1.50風(fēng)荷載組合值系數(shù)0.60風(fēng)荷載頻遇值系數(shù)0.40風(fēng)荷載是否參與地震組合是重力荷載分項系數(shù)1.30水平地震力分項系數(shù)1.40第4章結(jié)構(gòu)基本信息4.1樓層屬性表4-1樓層屬性層號塔號屬性171標(biāo)準(zhǔn)層7172標(biāo)準(zhǔn)層7173標(biāo)準(zhǔn)層7174標(biāo)準(zhǔn)層7161標(biāo)準(zhǔn)層6162標(biāo)準(zhǔn)層6163標(biāo)準(zhǔn)層6164標(biāo)準(zhǔn)層6151標(biāo)準(zhǔn)層6152標(biāo)準(zhǔn)層6153標(biāo)準(zhǔn)層6154標(biāo)準(zhǔn)層6141標(biāo)準(zhǔn)層6142標(biāo)準(zhǔn)層6143標(biāo)準(zhǔn)層6144標(biāo)準(zhǔn)層6131標(biāo)準(zhǔn)層6132標(biāo)準(zhǔn)層6133標(biāo)準(zhǔn)層6134標(biāo)準(zhǔn)層6121標(biāo)準(zhǔn)層6122標(biāo)準(zhǔn)層6123標(biāo)準(zhǔn)層6124標(biāo)準(zhǔn)層6111標(biāo)準(zhǔn)層6112標(biāo)準(zhǔn)層6113標(biāo)準(zhǔn)層6114標(biāo)準(zhǔn)層6101標(biāo)準(zhǔn)層6102標(biāo)準(zhǔn)層6103標(biāo)準(zhǔn)層6104標(biāo)準(zhǔn)層691標(biāo)準(zhǔn)層692標(biāo)準(zhǔn)層693標(biāo)準(zhǔn)層694標(biāo)準(zhǔn)層681標(biāo)準(zhǔn)層682標(biāo)準(zhǔn)層683標(biāo)準(zhǔn)層684標(biāo)準(zhǔn)層671標(biāo)準(zhǔn)層572標(biāo)準(zhǔn)層573標(biāo)準(zhǔn)層574標(biāo)準(zhǔn)層561標(biāo)準(zhǔn)層562標(biāo)準(zhǔn)層563標(biāo)準(zhǔn)層564標(biāo)準(zhǔn)層551標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層52標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層53標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層54標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層41標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層42標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層43標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層44標(biāo)準(zhǔn)層4約束邊緣構(gòu)件層31標(biāo)準(zhǔn)層3約束邊緣構(gòu)件層32標(biāo)準(zhǔn)層3約束邊緣構(gòu)件層33標(biāo)準(zhǔn)層3約束邊緣構(gòu)件層34標(biāo)準(zhǔn)層3約束邊緣構(gòu)件層21標(biāo)準(zhǔn)層2轉(zhuǎn)換層約束邊緣構(gòu)件層11標(biāo)準(zhǔn)層1約束邊緣構(gòu)件層4.2塔屬性表4-2塔屬性塔號屬性值1結(jié)構(gòu)體系全框支剪力墻結(jié)構(gòu)結(jié)構(gòu)X向基本周期(s)1.79結(jié)構(gòu)Y向基本周期(s)1.91水平風(fēng)荷載體型分段數(shù)1分段號1最高層號17擋風(fēng)系數(shù)1.00迎風(fēng)面系數(shù)0.80背風(fēng)面系數(shù)-0.50側(cè)風(fēng)面系數(shù)0.000.2V0調(diào)整分段數(shù)00.2V0調(diào)整時樓層剪力最小倍數(shù)0.200.2V0調(diào)整時各層框架剪力最大值的倍數(shù)1.502結(jié)構(gòu)體系全框支剪力墻結(jié)構(gòu)結(jié)構(gòu)X向基本周期(s)1.79結(jié)構(gòu)Y向基本周期(s)1.91水平風(fēng)荷載體型分段數(shù)1分段號1最高層號17擋風(fēng)系數(shù)1.00迎風(fēng)面系數(shù)0.80背風(fēng)面系數(shù)-0.50側(cè)風(fēng)面系數(shù)0.000.2V0調(diào)整分段數(shù)00.2V0調(diào)整時樓層剪力最小倍數(shù)0.200.2V0調(diào)整時各層框架剪力最大值的倍數(shù)1.503結(jié)構(gòu)體系全框支剪力墻結(jié)構(gòu)結(jié)構(gòu)X向基本周期(s)1.79結(jié)構(gòu)Y向基本周期(s)1.91水平風(fēng)荷載體型分段數(shù)1分段號1最高層號17擋風(fēng)系數(shù)1.00迎風(fēng)面系數(shù)0.80背風(fēng)面系數(shù)-0.50側(cè)風(fēng)面系數(shù)0.000.2V0調(diào)整分段數(shù)00.2V0調(diào)整時樓層剪力最小倍數(shù)0.200.2V0調(diào)整時各層框架剪力最大值的倍數(shù)1.504結(jié)構(gòu)體系全框支剪力墻結(jié)構(gòu)結(jié)構(gòu)X向基本周期(s)1.79結(jié)構(gòu)Y向基本周期(s)1.91水平風(fēng)荷載體型分段數(shù)1分段號1最高層號17擋風(fēng)系數(shù)1.00迎風(fēng)面系數(shù)0.80背風(fēng)面系數(shù)-0.50側(cè)風(fēng)面系數(shù)0.000.2V0調(diào)整分段數(shù)00.2V0調(diào)整時樓層剪力最小倍數(shù)0.200.2V0調(diào)整時各層框架剪力最大值的倍數(shù)1.504.3構(gòu)件統(tǒng)計表4-3各層構(gòu)件數(shù)量、構(gòu)件材料和層高(單位：m)層號塔號梁數(shù)柱數(shù)支撐數(shù)墻數(shù)層高累計高度171242110813.00066.80017224490833.00066.800173294200883.00066.80017427620903.00066.800161240110813.00063.80016224090833.00063.800163296200883.00063.80016427620903.00063.800151240110813.00060.80015224090833.00060.800153296200883.00060.80015427620903.00060.800141240110813.00057.80014224090833.00057.800143296200883.00057.80014427620903.00057.800131240110813.00054.80013224090833.00054.800133296200883.00054.80013427620903.00054.800121240110813.00051.80012224090833.00051.800123296200883.00051.80012427620903.00051.800111240110813.00048.80011224090833.00048.800113296200883.00048.80011427620903.00048.800101240110813.00045.80010224090833.00045.800103296200883.00045.80010427620903.00045.80091240110813.00042.8009224090833.00042.80093296200883.00042.8009427620903.00042.80081240110813.00039.8008224090833.00039.80083296200883.00039.8008427620903.00039.80071240110813.00036.8007224090833.00036.80073296200883.00036.8007427620903.00036.80061240110813.00033.8006224090833.00033.80063296200883.00033.8006427620903.00033.80051240110813.00030.8005224190833.00030.80053288200883.00030.8005426620903.00030.80041240110813.00027.8004224190833.00027.80043288200883.00027.8004426620903.00027.80031240110794.30024.8003223690814.30024.80033288200864.30024.8003426620884.30024.800213437184009.50020.5001114942000011.00011.000表4-4保護層(單位：mm)層號塔號梁保護層柱保護層墻保護層1712020151722020151732020151742020151612020151622020151632020151642020151512020151522020151532020151542020151412020151422020151432020151442020151312020151322020151332020151342020151212020151222020151232020151242020151112020151122020151132020151142020151012020151022020151032020151042020159120201592202015932020159420201581202015822020158320201584202015712020157220201573202015742020156120201562202015632020156420201551202015522020155320201554202015412020154220201543202015442020153120201532202015332020153420201521202001120200表4-5混凝土構(gòu)件層號塔號梁數(shù)(混凝土/主筋)柱數(shù)(混凝土/主筋)支撐數(shù)(混凝土/主筋)墻數(shù)(混凝土/主筋)171242(C30/360)11(C45/360)0(C0/0)81(C45/360)172244(C30/360)9(C35/360)0(C0/0)83(C35/360)173294(C30/360)20(C35/360)0(C0/0)88(C35/360)174276(C30/360)2(C35/360)0(C0/0)90(C35/360)161240(C30/360)11(C40/360)0(C0/0)81(C40/360)162240(C30/360)9(C40/360)0(C0/0)83(C40/360)163296(C30/360)20(C40/360)0(C0/0)88(C40/360)164276(C30/360)2(C45/360)0(C0/0)90(C45/360)151240(C30/360)11(C40/360)0(C0/0)81(C40/360)152240(C30/360)9(C40/360)0(C0/0)83(C40/360)153296(C30/360)20(C40/360)0(C0/0)88(C40/360)154276(C30/360)2(C45/360)0(C0/0)90(C45/360)141240(C30/360)11(C40/360)0(C0/0)81(C40/360)142240(C30/360)9(C40/360)0(C0/0)83(C40/360)143296(C30/360)20(C40/360)0(C0/0)88(C40/360)144276(C30/360)2(C45/360)0(C0/0)90(C45/360)131240(C30/360)11(C45/360)0(C0/0)81(C45/360)132240(C30/360)9(C45/360)0(C0/0)83(C45/360)133296(C30/360)20(C45/360)0(C0/0)88(C45/360)134276(C30/360)2(C45/360)0(C0/0)90(C45/360)121240(C30/360)11(C45/360)0(C0/0)81(C45/360)122240(C30/360)9(C45/360)0(C0/0)83(C45/360)123296(C30/360)20(C45/360)0(C0/0)88(C45/360)124276(C30/360)2(C45/360)0(C0/0)90(C45/360)111240(C30/360)11(C45/360)0(C0/0)81(C45/360)112240(C30/360)9(C45/360)0(C0/0)83(C45/360)113296(C30/360)20(C45/360)0(C0/0)88(C45/360)114276(C30/360)2(C45/360)0(C0/0)90(C45/360)101240(C30/360)11(C50/360)0(C0/0)81(C50/360)102240(C30/360)9(C50/360)0(C0/0)83(C50/360)103296(C30/360)20(C50/360)0(C0/0)88(C50/360)104276(C30/360)2(C50/360)0(C0/0)90(C50/360)91240(C30/360)11(C50/360)0(C0/0)81(C50/360)92240(C30/360)9(C50/360)0(C0/0)83(C50/360)93296(C30/360)20(C50/360)0(C0/0)88(C50/360)94276(C30/360)2(C50/360)0(C0/0)90(C50/360)81240(C30/360)11(C50/360)0(C0/0)81(C50/360)82240(C30/360)9(C50/360)0(C0/0)83(C50/360)83296(C30/360)20(C50/360)0(C0/0)88(C50/360)84276(C30/360)2(C50/360)0(C0/0)90(C50/360)71240(C30/360)11(C55/360)0(C0/0)81(C55/360)72240(C30/360)9(C55/360)0(C0/0)83(C55/360)73296(C30/360)20(C55/360)0(C0/0)88(C55/360)74276(C30/360)2(C55/360)0(C0/0)90(C55/360)61240(C30/360)11(C55/360)0(C0/0)81(C55/360)62240(C30/360)9(C55/360)0(C0/0)83(C55/360)63296(C30/360)20(C55/360)0(C0/0)88(C55/360)64276(C30/360)2(C55/360)0(C0/0)90(C55/360)51240(C30/360)11(C55/360)0(C0/0)81(C55/360)52241(C30/360)9(C55/360)0(C0/0)83(C55/360)53288(C30/360)20(C55/360)0(C0/0)88(C55/360)54266(C30/360)2(C55/360)0(C0/0)90(C55/360)41240(C30/360)11(C60/360)0(C0/0)81(C60/360)42241(C40/360)9(C60/360)0(C0/0)83(C60/360)43288(C30/360)20(C60/360)0(C0/0)88(C60/360)44266(C30/360)2(C60/360)0(C0/0)90(C60/360)31240(C30/360)11(C60/360)0(C0/0)79(C60/360)32236(C30/360)9(C60/360)0(C0/0)81(C60/360)33288(C30/360)20(C60/360)0(C0/0)86(C60/360)34266(C30/360)2(C60/360)0(C0/0)88(C60/360)212109(C40/435)184(C60/360)0(C0/0)0(C0/0)211328(C55/435)0(C0/0)0(C0/0)0(C0/0)111494(C30/360)200(C60/360)0(C0/0)0(C0/0)表4-6箍筋(墻分布筋)層號塔號梁數(shù)(箍筋)柱數(shù)(箍筋)支撐數(shù)(箍筋)墻數(shù)(水平/豎向)邊緣構(gòu)件(箍筋)171264(360)11(360)0(0)81(360/360)(360)172264(360)9(360)0(0)83(360/360)(360)173318(360)20(360)0(0)88(360/360)(360)174302(360)2(360)0(0)90(360/360)(360)161265(360)11(360)0(0)81(360/360)(360)162264(360)9(360)0(0)83(360/360)(360)163318(360)20(360)0(0)88(360/360)(360)164302(360)2(360)0(0)90(360/360)(360)151265(360)11(360)0(0)81(360/360)(360)152264(360)9(360)0(0)83(360/360)(360)153318(360)20(360)0(0)88(360/360)(360)154302(360)2(360)0(0)90(360/360)(360)141265(360)11(360)0(0)81(360/360)(360)142264(360)9(360)0(0)83(360/360)(360)143318(360)20(360)0(0)88(360/360)(360)144302(360)2(360)0(0)90(360/360)(360)131265(360)11(360)0(0)81(360/360)(360)132264(360)9(360)0(0)83(360/360)(360)133318(360)20(360)0(0)88(360/360)(360)134302(360)2(360)0(0)90(360/360)(360)121265(360)11(360)0(0)81(360/360)(360)122264(360)9(360)0(0)83(360/360)(360)123318(360)20(360)0(0)88(360/360)(360)124302(360)2(360)0(0)90(360/360)(360)111265(360)11(360)0(0)81(360/360)(360)112264(360)9(360)0(0)83(360/360)(360)113318(360)20(360)0(0)88(360/360)(360)114302(360)2(360)0(0)90(360/360)(360)101265(360)11(360)0(0)81(360/360)(360)102264(360)9(360)0(0)83(360/360)(360)103318(360)20(360)0(0)88(360/360)(360)104302(360)2(360)0(0)90(360/360)(360)91265(360)11(360)0(0)81(360/360)(360)92264(360)9(360)0(0)83(360/360)(360)93318(360)20(360)0(0)88(360/360)(360)94302(360)2(360)0(0)90(360/360)(360)81265(360)11(360)0(0)81(360/360)(360)82264(360)9(360)0(0)83(360/360)(360)83318(360)20(360)0(0)88(360/360)(360)84302(360)2(360)0(0)90(360/360)(360)71264(360)11(360)0(0)81(360/360)(360)72264(360)9(360)0(0)83(360/360)(360)73318(360)20(360)0(0)88(360/360)(360)74302(360)2(360)0(0)90(360/360)(360)61264(360)11(360)0(0)81(360/360)(360)62264(360)9(360)0(0)83(360/360)(360)63318(360)20(360)0(0)88(360/360)(360)64302(360)2(360)0(0)90(360/360)(360)51265(360)11(360)0(0)81(360/360)(360)52265(360)9(360)0(0)83(360/360)(360)53318(360)20(360)0(0)88(360/360)(360)54302(360)2(360)0(0)90(360/360)(360)41265(360)11(360)0(0)81(360/360)(360)42265(360)9(360)0(0)83(360/360)(360)43318(360)20(360)0(0)88(360/360)(360)44302(360)2(360)0(0)90(360/360)(360)31262(360)11(360)0(0)79(360/360)(360)32262(360)9(360)0(0)81(360/360)(360)33316(360)20(360)0(0)86(360/360)(360)34300(360)2(360)0(0)88(360/360)(360)213437(360)184(360)0(0)0(0/0)(360)111494(360)200(360)0(0)0(0/0)(360)4.4樓層質(zhì)量表4-7各層質(zhì)心坐標(biāo)(單位：m)層號塔號質(zhì)心X質(zhì)心Y質(zhì)心Z17142.41263.01366.80017233.43811.49066.800173106.99663.03566.80017498.01511.64166.80016142.52063.02063.80016233.53411.46463.800163106.95362.98063.80016498.00111.61163.80015142.52063.02060.80015233.53411.46460.800153106.95362.98060.80015498.00111.61160.80014142.52063.02057.80014233.53411.46457.800143106.95362.98057.80014498.00111.61157.80013142.52063.02054.80013233.53411.46454.800133106.95362.98054.80013498.00111.61154.80012142.52063.02051.80012233.53411.46451.800123106.95362.98051.80012498.00111.61151.80011142.52063.02048.80011233.53411.46448.800113106.95362.98048.80011498.00111.61148.80010142.52063.02045.80010233.53411.46445.800103106.95362.98045.80010498.00111.61145.8009142.52063.02042.8009233.53411.46442.80093106.95362.98042.8009498.00111.61142.8008142.52063.02039.8008233.53411.46439.80083106.95362.98039.8008498.00111.61139.8007142.51763.01736.8007233.53411.46436.80073106.95462.98036.8007497.99811.60936.8006142.51763.01733.8006233.53411.46433.80063106.95462.98033.8006497.99811.60933.8005142.49263.02130.8005233.52711.47330.80053106.95462.98030.8005498.01311.54130.8004142.49263.02127.8004233.52711.47327.80043106.95462.98027.8004498.01311.54027.8003142.52262.96724.8003233.52811.53524.80033106.95862.92624.8003498.01611.55824.8002167.04548.89120.5001167.20449.02311.000根據(jù)《高規(guī)》3.5.6條的規(guī)定，樓層質(zhì)量沿高度宜均勻分布，樓層質(zhì)量不宜大于相鄰下部樓層的1.5倍。由下表可見，該結(jié)構(gòu)不滿足規(guī)范要求，不滿足的樓層有：2。表4-8各層質(zhì)量和層質(zhì)量比層號塔號恒載質(zhì)量(t)活載質(zhì)量(t)活載質(zhì)量(不折減)(t)附加質(zhì)量(t)質(zhì)量比比值判斷1711162.972.8145.60.01.01滿足1721162.272.8145.60.01.02滿足1731228.180.7161.40.00.98滿足1741217.376.1152.20.01.01滿足1611142.076.9153.90.01.00滿足1621137.476.8153.60.01.00滿足1631253.085.1170.10.01.00滿足1641196.480.1160.20.01.00滿足1511142.076.9153.90.01.00滿足1521137.476.8153.60.01.00滿足1531253.085.1170.10.01.00滿足1541196.480.1160.20.01.00滿足1411142.076.9153.90.01.00滿足1421137.476.8153.60.01.00滿足1431253.085.1170.10.01.00滿足1441196.480.1160.20.01.00滿足1311142.076.9153.90.01.00滿足1321137.476.8153.60.01.00滿足1331253.085.1170.10.01.00滿足1341196.480.1160.20.01.00滿足1211142.076.9153.90.01.00滿足1221137.476.8153.60.01.00滿足1231253.085.1170.10.01.00滿足1241196.480.1160.20.01.00滿足1111142.076.9153.90.01.00滿足1121137.476.8153.60.01.00滿足1131253.085.1170.10.01.00滿足1141196.480.1160.20.01.00滿足1011142.076.9153.90.01.00滿足1021137.476.8153.60.01.00滿足1031253.085.1170.10.01.00滿足1041196.480.1160.20.01.00滿足911142.076.9153.90.01.00滿足921137.476.8153.60.01.00滿足931253.085.1170.10.01.00滿足941196.480.1160.20.01.00滿足811142.076.9153.90.01.00滿足821137.476.8153.60.01.00滿足831253.085.1170.10.01.00滿足841196.480.1160.20.01.00滿足711141.676.9153.90.01.00滿足721137.476.8153.60.01.00滿足731255.185.1170.10.01.00滿足741196.280.1160.20.01.00滿足611141.676.9153.90.01.00滿足621137.476.8153.60.00.99滿足631255.185.1170.10.01.00滿足641196.280.1160.20.00.98滿足511146.276.9153.90.01.00滿足521148.376.8153.60.01.00滿足531257.385.1170.10.01.00滿足541218.480.1160.20.01.00滿足411146.276.9153.90.00.91滿足421148.376.8153.60.00.91滿足431257.385.1170.10.00.91滿足441218.580.1160.30.00.92滿足311265.377.0153.90.00.02滿足321270.476.8153.70.00.02滿足331393.485.1170.10.00.02滿足341336.980.2160.40.00.02滿足2173616.45287.010574.00.01.82不滿足1139933.33308.76617.50.01.00滿足合計-185147.113363.526727.00.0恒載總質(zhì)量(t)：185147.086活載總質(zhì)量(t)：13363.476附加總質(zhì)量(t)：0.000結(jié)構(gòu)總質(zhì)量(t)：198510.562恒載產(chǎn)生的總質(zhì)量包括結(jié)構(gòu)自重和外加恒載活載質(zhì)量=活荷載重力荷載代表值系數(shù)*活載等效質(zhì)量總質(zhì)量=恒載質(zhì)量+活載質(zhì)量+附加質(zhì)量圖4-1恒載,活載,層質(zhì)量分布曲線(塔1)圖4-2質(zhì)量比分布曲線(塔1)圖4-3恒載,活載,層質(zhì)量分布曲線(塔2)圖4-4質(zhì)量比分布曲線(塔2)圖4-5恒載,活載,層質(zhì)量分布曲線(塔3)圖4-6質(zhì)量比分布曲線(塔3)圖4-7恒載,活載,層質(zhì)量分布曲線(塔4)圖4-8質(zhì)量比分布曲線(塔4)4.5樓層尺寸、單位質(zhì)量表4-9各樓層等效尺寸(單位:m,m**2)層號塔號面積形心X形心Y等效寬B等效高H最大寬BMAX最小寬BMIN171665.3142.4563.0536.4123.0436.4123.04172665.0233.4511.4536.4123.0436.4123.04173743.83107.0063.0038.6223.5438.6223.54174698.5398.0011.6638.3923.4638.3923.46161665.3142.4563.0536.4123.0436.4123.04162665.0233.4511.4536.4123.0436.4123.04163743.83107.0063.0038.6223.5438.6223.54164698.5398.0011.6638.3923.4638.3923.46151665.3142.4563.0536.4123.0436.4123.04152665.0233.4511.4536.4123.0436.4123.04153743.83107.0063.0038.6223.5438.6223.54154698.5398.0011.6638.3923.4638.3923.46141665.3142.4563.0536.4123.0436.4123.04142665.0233.4511.4536.4123.0436.4123.04143743.83107.0063.0038.6223.5438.6223.54144698.5398.0011.6638.3923.4638.3923.46131665.3142.4563.0536.4123.0436.4123.04132665.0233.4511.4536.4123.0436.4123.04133743.83107.0063.0038.6223.5438.6223.54134698.5398.0011.6638.3923.4638.3923.46121665.3142.4563.0536.4123.0436.4123.04122665.0233.4511.4536.4123.0436.4123.04123743.83107.0063.0038.6223.5438.6223.54124698.5398.0011.6638.3923.4638.3923.46111665.3142.4563.0536.4123.0436.4123.04112665.0233.4511.4536.4123.0436.4123.04113743.83107.0063.0038.6223.5438.6223.54114698.5398.0011.6638.3923.4638.3923.46101665.3142.4563.0536.4123.0436.4123.04102665.0233.4511.4536.4123.0436.4123.04103743.83107.0063.0038.6223.5438.6223.54104698.5398.0011.6638.3923.4638.3923.4691665.3142.4563.0536.4123.0436.4123.0492665.0233.4511.4536.4123.0436.4123.0493743.83107.0063.0038.6223.5438.6223.5494698.5398.0011.6638.3923.4638.3923.4681665.3142.4563.0536.4123.0436.4123.0482665.0233.4511.4536.4123.0436.4123.0483743.83107.0063.0038.6223.5438.6223.5484698.5398.0011.6638.3923.4638.3923.4671665.3142.4563.0536.4123.0436.4123.0472665.0233.4511.4536.4123.0436.4123.0473743.83107.0063.0038.6223.5438.6223.5474698.5398.0011.6638.3923.4638.3923.4661665.3142.4563.0536.4123.0436.4123.0462665.0233.4511.4536.4123.0436.4123.0463743.83107.0063.0038.6223.5438.6223.5464698.5398.0011.6638.3923.4638.3923.4651665.3142.4563.0536.4123.0436.4123.0452665.0233.4511.4536.4123.0436.4123.0453743.83107.0063.0038.6223.5438.6223.5454698.5398.0011.6638.3923.4638.3923.4641665.3142.4563.0536.4123.0436.4123.0442665.0233.4511.4536.4123.0436.4123.0443743.83107.0063.0038.6223.5438.6223.5444698.5398.0011.6638.3923.4638.3923.4631665.3142.4563.0536.4123.0436.4123.0432665.0233.4511.4536.4123.0436.4123.0433743.83107.0063.0038.6223.5438.6223.5434698.5398.0011.6638.3923.4638.3923.462113133.8166.5949.24133.3899.92133.3899.921113329.6466.5949.24133.3899.92133.3899.92單位面積質(zhì)量:g[i]單位面積質(zhì)量比:max(g[i]/g[i-1],g[i]/g[i+1])表4-10各樓層質(zhì)量、單位面積質(zhì)量分布(單位:kg/m**2)層號塔號樓層質(zhì)量單位面積質(zhì)量單位面積質(zhì)量比1711.24E+0061857.381.011721.24E+0061857.101.021731.31E+0061759.570.981741.29E+0061851.631.011611.22E+0061832.151.001621.21E+0061825.841.001631.34E+0061798.901.021641.28E+0061827.491.001511.22E+0061832.151.001521.21E+0061825.841.001531.34E+0061798.901.001541.28E+0061827.491.001411.22E+0061832.151.001421.21E+0061825.841.001431.34E+0061798.901.001441.28E+0061827.491.001311.22E+0061832.151.001321.21E+0061825.841.001331.34E+0061798.901.001341.28E+0061827.491.001211.22E+0061832.151.001221.21E+0061825.841.001231.34E+0061798.901.001241.28E+0061827.491.001111.22E+0061832.151.001121.21E+0061825.841.001131.34E+0061798.901.001141.28E+0061827.491.001011.22E+0061832.151.001021.21E+0061825.841.001031.34E+0061798.901.001041.28E+0061827.491.00911.22E+0061832.151.00921.21E+0061825.841.00931.34E+0061798.901.00941.28E+0061827.491.00811.22E+0061832.151.00821.21E+0061825.841.00831.34E+0061798.901.00841.28E+0061827.491.00711.22E+0061831.501.00721.21E+0061825.841.00731.34E+0061801.751.00741.28E+0061827.161.00611.22E+0061831.501.00621.21E+0061825.841.00631.34E+0061801.751.00641.28E+0061827.161.00511.22E+0061838.391.00521.23E+0061842.281.01531.34E+0061804.621.00541.30E+0061858.921.02411.22E+0061838.391.00421.23E+0061842.281.00431.34E+0061804.631.00441.30E+0061859.161.00311.34E+0062017.521.10321.35E+0062025.901.10331.48E+0061987.681.10341.42E+0062028.731.09217.89E+0076007.652.98114.32E+0073244.050.544.6軟件版本軟件版本：4.3.0第5章周期、振型5.1振型基本計算結(jié)果表5-1考慮扭轉(zhuǎn)耦聯(lián)時的振動周期(秒)、X,Y方向的平動系數(shù)、扭轉(zhuǎn)系數(shù)（強制剛性樓板模型）振型號周期轉(zhuǎn)角平動系數(shù)(X+Y)扭轉(zhuǎn)系數(shù)(Z)11.849389.750.98(0.00+0.98)0.0221.7902178.390.92(0.13+0.79)0.0831.74981.701.00(0.99+0.01)0.0041.716391.120.88(0.00+0.88)0.1251.701894.470.99(0.08+0.92)0.0161.6580178.470.98(0.80+0.18)0.0271.5997178.411.00(1.00+0.00)0.0081.545128.890.01(0.01+0.00)0.9991.51592.470.10(0.10+0.00)0.90101.507589.750.11(0.00+0.10)0.89111.48201.060.45(0.40+0.05)0.55121.48018.750.57(0.49+0.07)0.43130.802088.820.98(0.00+0.98)0.02140.7412134.700.37(0.19+0.18)0.63150.70631.630.93(0.91+0.02)0.07160.504893.030.99(0.01+0.99)0.01170.49260.210.83(0.00+0.83)0.17180.4815105.640.85(0.29+0.55)0.15190.46776.400.61(0.49+0.12)0.39200.464581.470.73(0.10+0.62)0.27210.4635122.460.48(0.32+0.16)0.52220.452498.070.12(0.11+0.01)0.88230.448783.840.81(0.79+0.02)0.19240.4429100.330.27(0.02+0.24)0.73250.433794.660.34(0.04+0.30)0.66260.4227178.380.82(0.78+0.04)0.18270.40110.310.99(0.99+0.00)0.01280.261491.630.99(0.00+0.99)0.01290.250594.440.62(0.09+0.52)0.38300.249085.630.54(0.08+0.45)0.46地震作用最大的方向=90.241°表5-2考慮扭轉(zhuǎn)耦聯(lián)時的振動周期(秒)、X,Y方向的平動系數(shù)、扭轉(zhuǎn)系數(shù)振型號周期轉(zhuǎn)角平動系數(shù)(X+Y)扭轉(zhuǎn)系數(shù)(Z)11.866289.890.98(0.00+0.98)0.0221.8103178.990.91(0.14+0.77)0.0931.78501.511.00(0.99+0.00)0.0041.737789.580.86(0.00+0.86)0.1451.72236.281.00(0.15+0.84)0.0061.6891179.200.98(0.71+0.27)0.0271.6287177.901.00(0.99+0.00)0.0081.563735.670.01(0.01+0.00)0.9991.53440.570.09(0.08+0.00)0.91101.531989.040.12(0.01+0.12)0.88111.506888.510.14(0.02+0.13)0.86121.50064.420.90(0.89+0.01)0.10130.808888.940.98(0.00+0.98)0.02140.7453134.020.37(0.18+0.18)0.63150.71141.530.93(0.92+0.02)0.07160.512093.780.99(0.01+0.98)0.01170.4989178.540.83(0.00+0.82)0.17180.4887121.870.87(0.38+0.49)0.13190.475114.860.70(0.57+0.13)0.30200.470542.480.55(0.29+0.26)0.45210.469287.500.60(0.08+0.52)0.40220.4572173.420.45(0.44+0.01)0.55230.455186.150.40(0.38+0.02)0.60240.448696.590.28(0.02+0.26)0.72250.440192.620.36(0.02+0.34)0.64260.4286177.230.82(0.76+0.05)0.18270.40620.250.99(0.99+0.00)0.01280.266892.670.99(0.00+0.99)0.01290.254493.510.47(0.15+0.32)0.53300.25243.170.66(0.02+0.64)0.34表5-3質(zhì)量系數(shù)振型號X向平動質(zhì)量系數(shù)%(sum)Y向平動質(zhì)量系數(shù)%(sum)Z向扭轉(zhuǎn)質(zhì)量系數(shù)%(sum)10.00%(0.00%)44.74%(44.74%)0.06%(0.06%)21.49%(1.49%)0.00%(44.74%)1.57%(1.63%)329.73%(31.23%)0.00%(44.74%)0.00%(1.63%)40.01%(31.24%)0.02%(44.76%)0.00%(1.64%)50.89%(32.13%)0.96%(45.72%)0.08%(1.72%)65.43%(37.56%)0.26%(45.97%)0.00%(1.72%)71.15%(38.71%)0.00%(45.98%)0.01%(1.73%)80.07%(38.78%)0.00%(45.98%)1.96%(3.70%)90.21%(38.99%)0.05%(46.03%)2.05%(5.75%)100.04%(39.03%)0.80%(46.83%)1.11%(6.86%)110.15%(39.18%)0.56%(47.39%)0.69%(7.55%)125.86%(45.04%)0.00%(47.39%)0.33%(7.88%)130.03%(45.07%)44.70%(92.09%)0.63%(8.52%)145.10%(50.17%)0.88%(92.97%)18.66%(27.17%)1541.11%(91.28%)0.02%(92.99%)2.01%(29.19%)160.00%(91.28%)0.11%(93.10%)0.25%(29.43%)170.00%(91.28%)0.00%(93.10%)0.02%(29.45%)180.03%(91.31%)0.01%(93.11%)0.50%(29.95%)190.38%(91.69%)0.01%(93.11%)1.06%(31.01%)200.10%(91.79%)0.48%(93.60%)0.15%(31.16%)210.02%(91.81%)0.92%(94.52%)0.69%(31.85%)220.01%(91.82%)0.01%(94.53%)0.16%(32.02%)230.00%(91.82%)0.00%(94.53%)0.00%(32.02%)240.00%(91.83%)0.22%(94.75%)0.00%(32.02%)250.02%(91.84%)0.41%(95.16%)0.40%(32.41%)260.54%(92.39%)0.02%(95.18%)3.01%(35.43%)271.49%(93.88%)0.00%(95.18%)0.02%(35.44%)280.00%(93.88%)0.04%(95.22%)0.28%(35.72%)290.00%(93.88%)0.01%(95.23%)0.08%(35.80%)300.00%(93.89%)0.00%(95.23%)0.01%(35.81%)(Z向扭轉(zhuǎn)質(zhì)量系數(shù)只在強制剛性板下有意義，對于非強制剛性板下的計算結(jié)果僅供參考)根據(jù)《高規(guī)》5.1.21條,各振型的參與質(zhì)量之和不應(yīng)小于總質(zhì)量的90%。X向平動振型參與質(zhì)量系數(shù)總計:93.89%Y向平動振型參與質(zhì)量系數(shù)總計:95.23%第1扭轉(zhuǎn)周期(1.5451)/第1平動周期(1.8493)=0.84地震作用最大的方向=90.266°5.2振型阻尼比表5-4振型阻尼比振型號阻尼比1-300.055.3X、Y向地震單振型樓層反應(yīng)力5.3.1僅考慮X向地震作用時的地震力(采用非強制剛性樓板假定模型計算結(jié)果)F-x-x:X方向的耦聯(lián)地震力在X方向的分量F-x-y:X方向的耦聯(lián)地震力在Y方向的分量F-x-t:X方向的耦聯(lián)地震力的扭矩表5-5振型1的地震力層號塔號F-x-x(kN)F-x-y(kN)F-x-t(kN-m)1710.000.33-1.061720.000.34-1.15173-0.000.28-0.061740.000.44-0.011610.000.32-0.981620.000.32-1.06163-0.000.28-0.051640.000.42-0.011510.000.30-0.921520.000.30-1.00153-0.000.27-0.051540.000.40-0.011410.000.28-0.861420.000.29-0.94143-0.000.26-0.051440.000.38-0.011310.000.27-0.791320.000.27-0.87133-0.000.24-0.041340.000.36-0.011210.000.25-0.721220.000.25-0.79123-0.000.23-0.041240.000.33-0.011110.000.23-0.651120.000.23-0.71113-0.000.21-0.041140.000.30-0.011010.000.20-0.571020.000.21-0.63103-0.000.19-0.031040.000.27-0.01910.000.18-0.49920.000.18-0.5493-0.000.17-0.03940.000.24-0.00810.000.16-0.41820.000.16-0.4683-0.000.15-0.03840.000.20-0.00710.000.13-0.34720.000.13-0.3773-0.000.13-0.02740.000.17-0.00610.000.11-0.26620.000.11-0.2863-0.000.11-0.02640.000.14-0.00510.000.09-0.19520.000.09-0.2153-0.000.09-0.01540.000.11-0.0041-0.000.07-0.12420.000.07-0.1343-0.000.07-0.01440.000.08-0.0031-0.000.06-0.00320.000.06-0.0033-0.000.06-0.00340.000.07-0.00210.002.350.30110.000.610.13表5-6振型2的地震力層號塔號F-x-x(kN)F-x-y(kN)F-x-t(kN-m)171-10.16-36.16205.2017226.67-48.54256.12173-2.4131.1362.9517421.8251.5565.48161-9.56-33.98191.8516225.10-45.51237.82163-2.3630.6559.0216420.7748.9063.35151-9.05-32.26182.0615223.85-43.25225.44153-2.2729.3557.1315419.9146.6562.19141-8.50-30.37171.3414222.50-40.75211.88143-2.1727.8954.9814418.9644.0960.53131-7.90-28.30159.6513221.04-38.00197.10133-2.0626.2452.5313417.9041.1958.36121-7.25-26.04147.0912219.47-35.00181.23123-1.9524.4149.7912416.7337.9455.70111-6.56-23.62133.7611217.82-31.77164.39113-1.8222.4146.7711415.4734.3852.55101-5.84-21.06119.8110216.09-28.36146.77103-1.6820.2543.4810414.1130.5648.9891-5.09-18.39105.449214.31-24.81128.6193-1.5417.9839.989412.