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1XXXXXX本科生毕业设计说明书题目：山东省枣庄市锦绣花苑小区住宅楼结构设计学生姓名：XXX学号：201205024XXX专业：土木工程班级：土木B1XX班指导教师：XXXXXXXXX2016届毕业设计I山东省枣庄市锦绣花苑小区住宅楼结构设计[摘要]本设计为高层剪力墙住宅结构，该建筑地上12层，层高2.95m。总建筑面积为8905m2，建筑高度为35.4m。采用现浇钢筋混凝土剪力墙结构体系，建筑结构安全等级为二级，结构设计使用年限为50年，地面粗糙类别为C类，抗震设防烈度为7度，剪力墙的抗震等级为三级，框架的抗震等级为二级。本结构设计包括主体结构和基础设计。结构设计采用电算和手工计算相结合的方法。手工计算需确定剪力墙类型，选取典型剪力墙计算竖向荷载、水平风荷载和地震作用下的内力并进行内力组合，配筋计算。[关键词]高层剪力墙结构，内力组合，电算山东省枣庄市锦绣花苑小区住宅楼结构设计IIBuildingstructuredesignofJinxiugardendistrictofshandongzaozhuang[abstract]thisdesignforthehigh-riseshearwallresidentialstructure,thebuilding12layerontheground,theheightof2.95m.Atotalconstructionareaof8905m2,buildingheightof35.4m.Usingcast-in-placereinforcedconcreteshearwallstructuresystem,buildingsecuritylevelforthesecondarystructure,structuredesign,usefixednumberofyearfor50years,andtheclassforclassC,seismicfortificationintensityof7degrees,thelevelofseismicshearwallforlevel3,theframeworkoftheseismicgradeissecondary.Thisstructuredesignincludesthemainstructureandfoundationdesign.Thestructuredesignbyadoptingthecombinationofcomputerandmanualcalculationmethod.Manualcalculationtodeterminetheshearwalltype,selectthetypicalshearwallcalculationunderverticalloadandhorizontalwindloadandearthquakeactionoftheinternalforceandinternalforcecombination,thereinforcementcalculation.[Keyword]shearwall，Internalforcecombination，computercalculationXXXXXX2016届毕业设计1目录[摘要]................................................................................................................................I[abstract]............................................................................................................................II1工程概况及结构布置...............................................................................................................11.1设计原始资料................................................................................................................11.2结构布置........................................................................................................................21.3结构的总体布置...........................................................................................................22结构构件截面尺寸初选...........................................................................................................42.1梁截面尺寸的初选........................................................................................................42.2填充墙截面的选择........................................................................................................42.3剪力墙的选择...............................................................................................................52.4板的截面尺寸的初选...................................................................................................63荷载计算...................................................................................................................................73.1工程做法.......................................................................................................................73.2梁间荷载计算............................................................................................................103.3重力荷载代表值的计算.............................................................................................114PKPM软件建模......................................................................................................................175地震作用.................................................................................................................................245.1剪力墙等效刚度计算................................................................................................245.2结构基本自震周期的计算及水平地震作用计算....................................................326风荷载作用下剪力墙的内力.................................................................................................386.1风荷载标准值的计算.................................................................................................386.2建筑物总风荷载的计算.............................................................................................396.3风荷载作用下结构的内力计算.................................................................................397竖向荷载作用下剪力墙的内力.............................................................................................437.1计算单元的确定.........................................................................................................43山东省枣庄市锦绣花苑小区住宅楼结构设计27.2恒荷载计算.................................................................................................................437.3活荷载计算.................................................................................................................457.4联肢墙YSW-8的内力计算........................................................................................468结构的内力组合.....................................................................................................................488.1荷载效应组合的选用.................................................................................................488.2本设计采取的荷载组合.................................................................................