C区车库计算书

C区车库计算书盈建科软件PAGE\*roman1目录第1章设计依据 1第2章计算软件信息 1第3章设计参数 13.1结构总体信息 13.2计算控制信息 13.3风荷载信息 13.4地震信息 13.5设计信息 13.6活荷载信息 13.7构件设计信息 13.8包络设计 13.9鉴定加固 13.10装配式 13.11材料信息 13.12钢筋强度 13.13地下室信息 13.14荷载组合 1第4章结构基本信息 14.1楼层属性 14.2塔属性 14.3构件统计 14.4楼层质量 14.5楼层尺寸、单位质量 14.6软件版本 1第5章周期、振型 15.1振型基本计算结果 15.2振型阻尼比 15.3X、Y向地震单振型楼层反应力 15.3.1仅考虑X向地震作用时的地震力(采用非强制刚性楼板假定模型计算结果) 15.3.2仅考虑Y向地震作用时的地震力(采用非强制刚性楼板假定模型计算结果) 15.4X、Y向地震单振型楼层剪力 15.5X、Y向地震CQC组合后结果 1第6章楼层风荷载、地震作用统计结果 16.1风荷载信息 16.2风荷载下框架剪力统计 16.3风荷载下框架倾覆弯矩统计(抗规方式) 16.4风荷载外力、层剪力、倾覆弯矩统计 16.5规定水平力 16.6规定水平力下倾覆弯矩统计(抗规方式) 16.7规定水平力下倾覆弯矩统计(轴力方式) 16.8地震作用下框架剪力统计 16.9地震外力、层剪力、倾覆弯矩统计 1第7章工况、组合 17.1工况设定 17.2荷载组合表 1第8章整体指标统计 18.1周期比 18.2层刚度统计(各层刚心、偏心率、相邻层侧移刚度比等计算信息) 18.3结构整体稳定验算 18.4结构整体抗倾覆验算 18.5楼层抗剪承载力验算 18.6薄弱层信息 18.7剪重比调整系数 18.8位移角和位移比 18.9风振舒适度验算 1盈建科软件PAGE\*Arabic1第1章设计依据本工程按照如下规范、规程进行设计:1、《工程结构通用规范》GB55001-20212、《建筑与市政工程抗震通用规范》GB55002-20213、《建筑与市政地基基础通用规范》GB55003-20214、《组合结构通用规范》GB55004-20215、《钢结构通用规范》GB55006-20216、《砌体结构通用规范》GB55007-20217、《混凝土结构通用规范》GB55008-20218、《既有建筑鉴定与加固通用规范》GB55021-20219、《荷载规范》:《建筑结构荷载规范》GB50009-201210、《混凝土规范》或《混规》:《混凝土结构设计规范》GB50010-2010(2015版)11、《抗震规范》或《抗规》:《建筑抗震设计规范》GB50011-2010(2016版)12、《高规》:《高层建筑混凝土结构技术规程》JGJ3-201013、《广东高规》:广东省标准《高层建筑混凝土结构技术规程》DBJ/T15-92-202114、《上海抗规》:上海市工程设计规范《建筑抗震设计规范》DGJ08-9-201315、《人防规范》:《人民防空地下室设计规范》GB50038-200516、《钢结构标准》:《钢结构设计标准》GB50017-201717、《高钢规》:《高层民用建筑钢结构技术规程》JGJ99-201518、《门刚规程》:《门式刚架轻型房屋钢结构技术规程》GB51022-201519、《冷弯薄壁型钢规范》:《冷弯薄壁型钢结构技术规范》GB50018-200220、《异形柱规程》:《混凝土异形柱结构技术规程》JGJ149-201721、《组合规范》:《组合结构设计规范》JGJ138-201622、《钢骨规程》:《钢骨混凝土结构技术规程》YB9082-200623、《钢管规范》:《钢管混凝土结构技术规范》GB50936-201424、《叠合柱规程》:《钢管混凝土叠合柱结构技术规程》T/CECS188-201925、《矩形钢管规程》:《矩形钢管混凝土结构技术规程》CECS159:200426、《空心楼盖规程》:《现浇混凝土空心楼盖结构技术规程》CECS175:200427、《鉴定标准》:《建筑抗震鉴定标准》GB50023-200928、《加固规范》:《混凝土结构加固设计规范》GB50367-201329、《抗震加固规程》:《建筑抗震加固技术规程》JGJ116-2009第2章计算软件信息本工程计算软件为盈建科建筑结构设计软件V4.3.0第3章设计参数3.1结构总体信息结构体系全框支剪力墙结构结构材料信息钢筋混凝土结构所在地区全国地下室层数0嵌固端所在层号(层顶嵌固)0与基础相连构件最大底标高(m)0.000裙房层数0转换层所在层号2加强层所在层号0恒活荷载计算信息施工模拟三风荷载计算信息一般计算方式地震作用计算信息计算水平地震作用是否计算吊车荷载否是否计算人防荷载否是否考虑预应力等效荷载工况否是否生成传给基础的刚度否是否生成绘等值线用数据否是否计算温度荷载否竖向荷载砼墙轴向刚度考虑徐变收缩影响否上部结构计算考虑基础结构否施工模拟加载层步长1考虑填充墙刚度否采用通用规范是3.2计算控制信息水平力与整体坐标夹角(°)0.00梁刚度放大系数按2010《混凝土规范》取值是梁刚度放大系数上限2.00边梁刚度放大系数上限1.50连梁刚度折减系数(地震)0.70连梁刚度折减系数(风)1.00连梁按墙元计算控制跨高比4.00普通梁连梁砼等级默认同墙是墙元细分最大控制长度(m)1.00板元细分最大控制长度(m)1.00短墙肢自动加密是弹性楼板荷载计算方式平面导荷膜单元类型经典膜元(QA4)考虑梁端刚域是考虑柱端刚域是墙梁跨中节点作为刚性楼板从节点是结构计算时考虑楼梯刚度否梁与弹性板变形协调是弹性板与梁协调时考虑梁向下相对偏移否刚性楼板假定整体指标计算采用强刚，其它计算非强刚地下室楼板强制采用刚性楼板假定否是否自动划分多塔是自动划分多塔时不考虑地下室是可确定最多塔数的参考层号0地震内力按全楼弹性板6计算否自动计算现浇板自重是计算现浇空心板否增加计算连梁刚度不折减模型下的地震位移否梁墙自重扣除与柱重叠部分是楼板自重扣除与梁墙重叠部分否是否输出节点位移否是否考虑P-Delt效应否考虑整体缺陷否计算长度系数置为1否考虑梁元P-Delt效应否进行屈曲分析否启用并行求解器是使用cpu核心数量(0为自动)-2设定内存(MB,0为自动)0自定义控制参数求解器类型PardisoCouple加载步骤数量1迭代次数[0,100]30位移控制是位移控制精度0.0010荷载控制是荷载控制精度0.00103.3风荷载信息使用直接指定的风洞试验结果否多方向风角度执行规范GB50009-2012地面粗糙程度C修正后的基本风压(kN/m2)0.40风荷载计算用阻尼比(%)5.0结构X向基本周期(s)1.79结构Y向基本周期(s)1.91承载力设计时风荷载效应放大系数1.1用于舒适度验算的风压(kN/m2)0.25用于舒适度验算的结构阻尼比(%)2.0考虑顺风向风振是多方向风角度考虑横向风振否考虑扭转风振否自动计算结构宽深是风荷载体型系数分段数1第一段最高层号17X迎风0.80X背风-0.50X侧风0.00X挡风1.00Y迎风0.80Y背风-0.50Y侧风0.00Y挡风1.003.4地震信息设计地震分组一按地震动区划图GB18306-2015计算否设防烈度6(0.05g)场地类别Ⅲ特征周期(s)0.45周期折减系数0.90特征值分析类型WYD-RITZ振型数确定方式用户定义用户定义振型数30按主振型确定地震内力符号否砼框架抗震等级三级剪力墙抗震等级三级钢框架抗震等级三级抗震构造措施的抗震等级不改变框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级是地下一层以下抗震构造措施抗震等级逐层降级及抗震措施4级是阻尼比确定方法全楼统一结构的阻尼比(%)5.0是否考虑偶然偏心是X向偶然偏心值0.05Y向偶然偏心值0.05偶然偏心计算方法等效扭矩法(传统法)是否考虑双向地震扭转效应是自动计算最不利地震方向的作用否斜交抗侧力构件方向的附加地震数0活荷载重力荷载代表值组合系数0.50地震影响系数最大值0.040罕遇地震影响系数最大值0.280地震计算时不考虑地下室以下的结构质量否使用自定义地震影响系数曲线否地震作用放大方法分层放大是否考虑性能设计否3.5设计信息是否按抗震规范5.2.5调整楼层地震力是是否扭转效应明显否是否自动计算动位移比例系数否第一平动周期方向动位移比例（0~1）0.50第二平动周期方向动位移比例（0~1）0.50与柱相连的框架梁端M、V不调整否是否用户指定0.2V0调整系数否0.2V0调整规则Min(0.20*Vo,1.50*Vfmax)0.2V0调整时楼层剪力最小倍数0.200.2V0调整时各层框架剪力最大值的倍数1.500.2V0调整分段数00.2V0调整上限2.00考虑双向地震时内力调整方式先考虑双向地震再调整剪力墙端柱的面外剪力统计到框架部分0实配钢筋超配系数1.15框支柱调整上限5.00按层刚度比判断薄弱层方法高规和抗规从严底部嵌固楼层刚度比执行《高规》3.5.2-2否自动对层间受剪承载力突变形成的薄弱层放大调整否自动根据层间受剪承载力比值调整配筋至非薄弱否是否转换层指定为薄弱层是指定薄弱层层号0薄弱层地震内力放大系数1.25梁端负弯矩调幅系数0.85框架梁调幅后不小于简支梁跨中弯矩的倍数0.50非框架梁调幅后不小于简支梁跨中弯矩的倍数0.33梁扭矩折减系数0.40实配钢筋超配系数1.15支撑临界角(度)(与竖轴夹角小于此值的支撑将按柱考虑)20按竖向构件内力统计层地震剪力否位移角小于此值时，位移比设置为10.00020剪力墙承担全部地震剪力否3.6活荷载信息柱、墙活荷载是否折减是计算截面以上层数折减系数11.002-31.004-50.806-80.709-200.6520层以上0.55楼面梁活荷载折减不折减考虑活荷不利布置的最高层号17梁活荷载内力放大系数1.003.7构件设计信息柱配筋计算原则单偏压双偏压时角筋最大直径32连梁按对称配筋设计否抗震设计的框架梁端配筋考虑受压钢筋是矩形混凝土梁按T形梁配筋否按简化方法计算柱剪跨比（Hn/2h0）是墙柱配筋设计考虑端柱否墙柱配筋设计考虑翼缘墙否与剪力墙面外相连的梁按框架梁设计是验算一级抗震墙施工缝是梁压弯设计控制轴压比0.40梁端配筋内力取值位置(0-节点，1-支座边)0.00钢构件截面净毛面积比0.85X向钢柱计算长度是否按有侧移计算是Y向钢柱计算长度是否按有侧移计算是按《钢规》5.3.3-2自动判断强弱支撑否执行门规GB51022附录A.0.8否不计算地震作用时按重力荷载代表值计算柱轴压比否框架柱的轴压比限值按框架结构采用否梁保护层厚度(mm)20柱保护层厚度(mm)20底部加强区全部设为约束边缘构件否归入阴影区的λ/2区最大长度0.00面外梁下生成暗柱边缘构件全都生成边缘构件合并距离(mm)300短肢边缘构件合并距离(mm)600边缘构件尺寸取整模数(mm)10构造边缘构件尺寸设计依据《高规》JGJ3-2010第7.2.16条约束边缘构件尺寸依据《广东高规》设计否组合梁施工荷载(kN/m2)1.50型钢混凝土构件设计依据《组合结构设计规范》JGJ138-2016执行《高钢规》JGJ99-2015是按叠合柱设计的叠合比0.00执行《钢结构设计标准》(GB50017-2017)是按宽厚比等级控制局部稳定是截面宽厚比等级S3支撑杆件截面宽厚比等级S33.8包络设计是否分塔与整体分别计算，并取大否自动取框架和框架-抗震墙模型计算大值否是否与其它模型进行包络取大否3.9鉴定加固是否鉴定加固否3.10装配式是否是装配式结构否3.11材料信息混凝土容重(kN/m3)26.00砌体容重(kN/m3)22.00钢材容重(kN/m3)78.00轻骨料混凝土容重(kN/m3)18.50轻骨料混凝土密度等级1800梁箍筋间距(mm)100柱箍筋间距(mm)100墙水平分布筋最大间距(mm)200墙竖向分布筋最小配筋率(%)0.30墙水平分布筋最小配筋率(%)0.20结构底部单独指定墙竖向分布筋配筋率的层号无结构底部单独指定层的墙竖向分布配筋率0.603.12钢筋强度HPB300钢筋强度设计值（N/mm2）270HRB400钢筋强度设计值（N/mm2）360HRB500钢筋强度设计值（N/mm2）4353.13地下室信息土的水平抗力系数的比例系数(MN/m4)10.00扣除地面以下几层回填土约束0外墙分布筋保护层厚度(mm)35回填土容重(kN/m3)18.00回填土侧压力系数0.50室外地平标高(m)-0.35地下水位标高(m)-20.00室外地面附加荷载(kN/m2)0.00基础水工况组合方式叠加地下室侧土约束施加方式顶板双向弹簧按反应位移法计算地下结构的地震作用否3.14荷载组合结构重要性系数1.00采用自定义组合否使用建模自定义组合模板否恒载分项系数1.30活载分项系数1.50活荷载组合值系数0.70活荷载频遇值系数0.60活荷载准永久值系数0.50考虑结构设计使用年限的活荷载调整系数1.00风荷载分项系数1.50风荷载组合值系数0.60风荷载频遇值系数0.40风荷载是否参与地震组合是重力荷载分项系数1.30水平地震力分项系数1.40第4章结构基本信息4.1楼层属性表4-1楼层属性层号塔号属性171标准层7172标准层7173标准层7174标准层7161标准层6162标准层6163标准层6164标准层6151标准层6152标准层6153标准层6154标准层6141标准层6142标准层6143标准层6144标准层6131标准层6132标准层6133标准层6134标准层6121标准层6122标准层6123标准层6124标准层6111标准层6112标准层6113标准层6114标准层6101标准层6102标准层6103标准层6104标准层691标准层692标准层693标准层694标准层681标准层682标准层683标准层684标准层671标准层572标准层573标准层574标准层561标准层562标准层563标准层564标准层551标准层4约束边缘构件层52标准层4约束边缘构件层53标准层4约束边缘构件层54标准层4约束边缘构件层41标准层4约束边缘构件层42标准层4约束边缘构件层43标准层4约束边缘构件层44标准层4约束边缘构件层31标准层3约束边缘构件层32标准层3约束边缘构件层33标准层3约束边缘构件层34标准层3约束边缘构件层21标准层2转换层约束边缘构件层11标准层1约束边缘构件层4.2塔属性表4-2塔属性塔号属性值1结构体系全框支剪力墙结构结构X向基本周期(s)1.79结构Y向基本周期(s)1.91水平风荷载体型分段数1分段号1最高层号17挡风系数1.00迎风面系数0.80背风面系数-0.50侧风面系数0.000.2V0调整分段数00.2V0调整时楼层剪力最小倍数0.200.2V0调整时各层框架剪力最大值的倍数1.502结构体系全框支剪力墙结构结构X向基本周期(s)1.79结构Y向基本周期(s)1.91水平风荷载体型分段数1分段号1最高层号17挡风系数1.00迎风面系数0.80背风面系数-0.50侧风面系数0.000.2V0调整分段数00.2V0调整时楼层剪力最小倍数0.200.2V0调整时各层框架剪力最大值的倍数1.503结构体系全框支剪力墙结构结构X向基本周期(s)1.79结构Y向基本周期(s)1.91水平风荷载体型分段数1分段号1最高层号17挡风系数1.00迎风面系数0.80背风面系数-0.50侧风面系数0.000.2V0调整分段数00.2V0调整时楼层剪力最小倍数0.200.2V0调整时各层框架剪力最大值的倍数1.504结构体系全框支剪力墙结构结构X向基本周期(s)1.79结构Y向基本周期(s)1.91水平风荷载体型分段数1分段号1最高层号17挡风系数1.00迎风面系数0.80背风面系数-0.50侧风面系数0.000.2V0调整分段数00.2V0调整时楼层剪力最小倍数0.200.2V0调整时各层框架剪力最大值的倍数1.504.3构件统计表4-3各层构件数量、构件材料和层高(单位：m)层号塔号梁数柱数支撑数墙数层高累计高度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保护层(单位：mm)层号塔号梁保护层柱保护层墙保护层1712020151722020151732020151742020151612020151622020151632020151642020151512020151522020151532020151542020151412020151422020151432020151442020151312020151322020151332020151342020151212020151222020151232020151242020151112020151122020151132020151142020151012020151022020151032020151042020159120201592202015932020159420201581202015822020158320201584202015712020157220201573202015742020156120201562202015632020156420201551202015522020155320201554202015412020154220201543202015442020153120201532202015332020153420201521202001120200表4-5混凝土构件层号塔号梁数(混凝土/主筋)柱数(混凝土/主筋)支撑数(混凝土/主筋)墙数(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(墙分布筋)层号塔号梁数(箍筋)柱数(箍筋)支撑数(箍筋)墙数(水平/竖向)边缘构件(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楼层质量表4-7各层质心坐标(单位：m)层号塔号质心X质心Y质心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根据《高规》3.5.6条的规定，楼层质量沿高度宜均匀分布，楼层质量不宜大于相邻下部楼层的1.5倍。由下表可见，该结构不满足规范要求，不满足的楼层有：2。表4-8各层质量和层质量比层号塔号恒载质量(t)活载质量(t)活载质量(不折减)(t)附加质量(t)质量比比值判断1711162.972.8145.60.01.01满足1721162.272.8145.60.01.02满足1731228.180.7161.40.00.98满足1741217.376.1152.20.01.01满足1611142.076.9153.90.01.00满足1621137.476.8153.60.01.00满足1631253.085.1170.10.01.00满足1641196.480.1160.20.01.00满足1511142.076.9153.90.01.00满足1521137.476.8153.60.01.00满足1531253.085.1170.10.01.00满足1541196.480.1160.20.01.00满足1411142.076.9153.90.01.00满足1421137.476.8153.60.01.00满足1431253.085.1170.10.01.00满足1441196.480.1160.20.01.00满足1311142.076.9153.90.01.00满足1321137.476.8153.60.01.00满足1331253.085.1170.10.01.00满足1341196.480.1160.20.01.00满足1211142.076.9153.90.01.00满足1221137.476.8153.60.01.00满足1231253.085.1170.10.01.00满足1241196.480.1160.20.01.00满足1111142.076.9153.90.01.00满足1121137.476.8153.60.01.00满足1131253.085.1170.10.01.00满足1141196.480.1160.20.01.00满足1011142.076.9153.90.01.00满足1021137.476.8153.60.01.00满足1031253.085.1170.10.01.00满足1041196.480.1160.20.01.00满足911142.076.9153.90.01.00满足921137.476.8153.60.01.00满足931253.085.1170.10.01.00满足941196.480.1160.20.01.00满足811142.076.9153.90.01.00满足821137.476.8153.60.01.00满足831253.085.1170.10.01.00满足841196.480.1160.20.01.00满足711141.676.9153.90.01.00满足721137.476.8153.60.01.00满足731255.185.1170.10.01.00满足741196.280.1160.20.01.00满足611141.676.9153.90.01.00满足621137.476.8153.60.00.99满足631255.185.1170.10.01.00满足641196.280.1160.20.00.98满足511146.276.9153.90.01.00满足521148.376.8153.60.01.00满足531257.385.1170.10.01.00满足541218.480.1160.20.01.00满足411146.276.9153.90.00.91满足421148.376.8153.60.00.91满足431257.385.1170.10.00.91满足441218.580.1160.30.00.92满足311265.377.0153.90.00.02满足321270.476.8153.70.00.02满足331393.485.1170.10.00.02满足341336.980.2160.40.00.02满足2173616.45287.010574.00.01.82不满足1139933.33308.76617.50.01.00满足合计-185147.113363.526727.00.0恒载总质量(t)：185147.086活载总质量(t)：13363.476附加总质量(t)：0.000结构总质量(t)：198510.562恒载产生的总质量包括结构自重和外加恒载活载质量=活荷载重力荷载代表值系数*活载等效质量总质量=恒载质量+活载质量+附加质量图4-1恒载,活载,层质量分布曲线(塔1)图4-2质量比分布曲线(塔1)图4-3恒载,活载,层质量分布曲线(塔2)图4-4质量比分布曲线(塔2)图4-5恒载,活载,层质量分布曲线(塔3)图4-6质量比分布曲线(塔3)图4-7恒载,活载,层质量分布曲线(塔4)图4-8质量比分布曲线(塔4)4.5楼层尺寸、单位质量表4-9各楼层等效尺寸(单位:m,m**2)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单位面积质量:g[i]单位面积质量比:max(g[i]/g[i-1],g[i]/g[i+1])表4-10各楼层质量、单位面积质量分布(单位:kg/m**2)层号塔号楼层质量单位面积质量单位面积质量比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软件版本软件版本：4.3.0第5章周期、振型5.1振型基本计算结果表5-1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（强制刚性楼板模型）振型号周期转角平动系数(X+Y)扭转系数(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(X+Y)扭转系数(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质量系数振型号X向平动质量系数%(sum)Y向平动质量系数%(sum)Z向扭转质量系数%(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向扭转质量系数只在强制刚性板下有意义，对于非强制刚性板下的计算结果仅供参考)根据《高规》5.1.21条,各振型的参与质量之和不应小于总质量的90%。X向平动振型参与质量系数总计:93.89%Y向平动振型参与质量系数总计:95.23%第1扭转周期(1.5451)/第1平动周期(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振型阻尼比振型号阻尼比1-300.055.3X、Y向地震单振型楼层反应力5.3.1仅考虑X向地震作用时的地震力(采用非强制刚性楼板假定模型计算结果)F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩表5-5振型1的地震力层号塔号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的地震力层号塔号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.