资源描述：
《某六层框架结构学生宿舍楼设计.doc》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。
1、摘要本设计题目为某六层框架结构学生宿舍楼设计，设计中选取结构方案中横向一榀框架第6轴为计算单元。建筑主体共六层，每层层高3.3m，总建筑面积为4500m2，建筑总高度为20.07m，抗震设防烈度为8度，抗震等级为二级，结构采用钢筋混凝土框架形式及桩基础。本设计包括建筑设计和结构设计两部分。在建筑设计部分主要进行了总体方案设计、平立剖面设计及屋面、楼梯、墙体构造设计，在确定框架布局之后，先进行了层间荷载代表值的计算,由于计算时需考虑抗震要求;抗震设防目标即小震不坏，中震可修，大震不倒;还需考虑抗震设计原则即强柱弱梁，强剪弱弯原则,所以接着进行了结构方案中横向框架A、B、C、D
2、轴框架的抗震设计,利用顶点位移法求出自振周期，进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。结构设计部分选择了一榀典型框架计算恒载及活载作用下的内力和内力组合，通过最不利内力组合计算结构配筋、绘制各主要承重构件结构施工图。关键词：建筑设计结构设计框架结构桩基荷载计算AbstractThepurposeofthedesignisasix-storystudents’dormitoryportalframeconstructiondesign.Inthedesign,todotheantiseismicdesigninthe
3、longitudinalframesofaxis6forcomputingelement.Thearchitecturehassixstories.Itswholefloorageis4500m2,itstopis20.07mhigh.Theearthquakeintensityis8.Styleofthebuildingistotallyframestructureofreinforcedconcrete.Thefoundationofthebuildingisthepilefoundation.Thedesignincludesarchitecturaldesignan
4、dstructuraldesignoftwoparts.Insomeofthemajorarchitecturaldesignfortheoverallprogramdesign,flatverticalprofiledesignandroof,stairs,wallstructuraldesign,indeterminingtheframelayout,thefirstcarriedoutonbehalfoftheinterlayerloadvalueiscalculated,duetobeconsideredwhencalculatingtheseismicrequir
5、ements;fortificationgoalthatnodamageinsmallearthquake,canrepairinmoderateearquake,nocollapseinlargeearthquake;seismicdesignprinciples,namelytheneedtoconsiderweakbeam,strongshearweakbendingprinciples,followedbyahorizontalframestructureprogramsA,B,C,Daxisseismicdesignframework,byusingthevert
6、exdisplacementmethodforvibrationperiod,thuscalculatedaccordingtothelevelofthebaseshearunderseismicloadsize,andthenfindinthestructureunderhorizontalloadforce(moment,shearaxialforce).Somechoseadesignframeworkforcalculatingtypicalspecimensofdeadloadandliveloadcombinationofinternalforcesandint
7、ernalforces,throughthemostunfavorablecombinationofcomputationalstructuralreinforcementforcetodrawthemainload-bearingcomponentsconstructiondrawing.Keywords:Architecturaldesign,Structuraldesign,Constructionmanagementdesign,PilefoundationLoadcalculation目录第一章绪论1第二
