毕业论文（设计）题目华宇办公楼框架结构设计英文题目HuaYuframestructureofficebuildingdesign院系土木工程与城市建设学院专业土木工程姓名黄海年级2010级土A1014指导教师戴嘉兴二零一四年六月PAGEIV摘要本工程为华宇办公楼的结构设计，采用混凝土框架结构，该办公楼为五层钢筋混泥土结构体系，底层层高为3.9m，其它层层高为3.6m，建筑面积约3100。本工程地震烈度为7度，设计分组为第一组，场地类别为Ⅱ类，框架抗震等级为三级。基本风压为0.35kN/，基本雪压为0.40kN/。楼、屋盖均采用现浇钢筋混凝土结构。本设计是以“简单、实用、经济、安全”为核心的设计原则。按照设计规范来完成本工程的结构设计。本设计方案根据设计资料先画出建筑施工图，先进行荷载的标准值计算，接着采用弯矩二次分配法，做出弯矩图，剪力图，轴力图。横向框架在水平地震作用下的内力和位移计算，横向框架在风荷载作用下的内力和位移计算，然后进行内力组合计算，找出最不利的一组或几组内力组合，进行安全结构计算配筋并绘图。整个设计过程中，遵循设计资料和相关的最新规范，对设计的各个环节进行全面的分析。始终围绕着设计的核心原则进行设计。【关键词】:框架结构、内力组合、结构配筋AbstractForhuayuofficebuildingstructuredesignofthisproject,theadoptionofconcreteframestructures,theofficebuildingforfivelayerreinforcedconcretestructuresystem,theunderlyingtheheightof3.9m,otherlayersofhighof3.6m,buildingareaofabout3100.Thisdesignengineeringseismicintensityof7degrees,groupedintothefirstgroup,sitecategoryforⅡ,frameaseismiclevelsforlevel3.Thebasicwindpressureis0.35kN/m2,basicsnowpressureis0.40kN/m2.Floor,roofadoptsthecast-in-placereinforcedconcretestructure.Thisdesignisbasedon\"simple,practical,economicandsecurity\"asthecoredesignprinciples.Accordingtothedesignspecificationtocompletetheprojectstructuredesign.Thisdesignaccordingtothedesigndatatodrawtheconstructionplan,loadstandardvaluescalculatedfirst,andthenUSESthebendingmomentsecondarydistributionmethod,makethebendingmomentdiagramandsheardiagram,shafttryingto.Transverseframeunderhorizontalseismicactionofinternalforceanddisplacementcalculation,horizontalframeworkunderthewindloadoftheinternalforceanddisplacementcalculation,andthenthecombinationofinternalforcecalculation,findoutthemostunfavorableoneorseveralgroupsofinternalforcecombination,thesecuritystructurecalculationofreinforcementanddrawing.Thewholedesignprocess,followthelatestspecification,designdataandrelatedtothedesignofeachlinktoconductacomprehensiveanalysis.Alwayssurroundthecoreprinciplesofdesign.keywords：framestructure,internalforcecombination,structurereinforce