摘要此设计主要针对上海市某公司办公楼进行了设计。公司办公楼位于上海市区，是54.24m建筑物的总长度，16.8m的总宽度，共有四层，总建筑面积约3900平方米，钢筋混凝土框架结构现浇的主要结构。抗震设防烈度为7度。因为它是做一个完整的结构设计时，只考虑结构的安全性，适用的因素。根据给定的参考，既要考虑地质条件，水平和竖向荷载，建筑布局，功能初步结构柱尺寸和梁的尺寸和层高。对一半的设计分析计算范围取第四轴结构框架。总体布局框架确定后,计算统计各种荷载，然后计算重力荷载代表值要求的每个的统计结构，随后进行自震周期计算，然后计算顶点假想位移，然后计算地震力和在地震力影响下产生的内力，同样计算风荷载和在风荷载作用下的内力，立即计算出在竖向荷载作用下的内力，寻求组合内力，然后就是梁的配筋计算，这个建立在内力组合完成的基础上。其他楼梯，双向板的设计也是粗略的计算。因为不超过七层，基础层独立建筑牢实，基础设计，桩基础受力和配筋计算，最终完成结构施工图。AbstractThisdesignmainlyforacompanyinShanghaiofficedesign.CompanyofficebuildinglocatedindowntownShanghai,isthetotallengthofthebuilding54.24m,totalwidthis16.8m,atotaloffourlayer,atotalconstructionareaofabout3900squaremeters,reinforcedconcreteframestructurenowpouringthemainstructure.Seismicfortificationintensityof7degrees.Becauseitisthefirsttimetodoacompletestructuraldesign,onlyconsiderthestructuralsafety,theapplicablefactor.Accordingtothegivenreferences,itisnecessarytoconsiderthegeologicalconditions,horizontalandverticalload,constructionlayout,functioninitiallythestructurecolumnsizeandthebeamsizeandthelayershigh.Bothsidesofthestructureoffourthaxisofthecalculationrangeofhalfdesignanalysisasaframe.Theframeworkofgenerallayoutisdetermined,firststatisticsstructurerequiredforvariousloadsandthentocalculateeachrepresentativevalueofgravityload,sincethecalculationoftheearthquakecyclefollowedbytodo,verteximaginarydisplacementisthencalculated,andthencalculatetheseismicforceandproducedundertheinfluenceofinternalforce,similarlycalculatedwindandundertheinfluenceoftheinternalforce,immediatelyiscalculatedundertheactionofverticalloadoftheinternalforce,internalforceforseekingthecombination,thenthatisbeamreinforcementcalculation,thisshouldbesetupinfrontofinternalforcecombinationbasedon.Otherstairs,thedesignoftwo-wayboardisalsoroughcalculated.Becausethebuildinglayersofnotmorethansevenlayer,foundationLaoshi,thedesignwithindependentbase,bytheforceandreinforcementcalculationofpilefoundation,thefinalcompletionofstructuralconstructiondrawing.目录第一章绪论--------------------------------------------------------------11.1设计（或研究）的意义----------------------------------------------11.1.1目的----------------------------------------------------------11.1.2设计意义------------------------------------------------------11.2毕业设计（或研究）的内容------------------------------------------21.3.1建筑施工图设计------------------------------------------------31.3.2结构施工图设计------------------------------------------------31.4进度安排----------------------------------------------------------4第二章设计基本资料---------------------------------------------------------42.1初步设计资料------------------------------------------------------5第三章结构---------------------------------------------------------------------------------------63.1框架结构的平面布置------------------------------------------------63.2结构布置及计算简图------------------------------------------------83.3荷载计算--...
