题目：柳州市某办公综合楼建筑、结构设计专业：土木工程专业班级：土木xxx姓名：xxx学号：xxxxxxxx指导教师：xxx职称：xxx二〇一四年五月十八日英文摘要摘要PAGEI摘要本工程为某综合楼工程，总楼层为地上5层，局部6层。总建筑面积3170.89m2。本工程结构设计采用多层钢筋混凝土框架结构，基本步骤为：结构计算简图的确定；板的设计、楼梯的设计、荷载计算；内力分析；内力组合；梁、柱截面配筋、基础的设计以及结构施工图的绘制等。其中，内力计算分无地震内力组合与有地震内力组合。无地震内力计算考虑以下三种荷载作用，即恒荷载、活荷载、风荷载，恒载内力计算采用二次分配法；有地震内力计算考虑重力荷载代表值和地震荷载。柱、板的设计采用弹性理论；梁的设计采用塑性理论；风荷载、地震荷载内力计算均采用D值法；楼梯选用板式楼梯；基础选用柱下独立基础。关键词：钢筋混凝土；框架结构；结构设计AbstractAbstractPAGECXXAbstractThisprojectisacomprehensivebuilding,including5floorsofearthamd6layersoflocal.Thetotalconstructionareais3170.89m2.Theengineeringstructureisdesignedbymulti-layerstructureofreinforcedconcreteframeconstruction.Thebasicstepsare:thedeterminationofthestructurecalculationdiagram;designofboard,designofstaircase,loadcalculation;internalforceanalysis;internalforcecombinations;beams,columnssectionofreinforcement,foundationdesignandstructuralconstructiondrawingsandotherdrawings.Amonginthem,theinternalforcecalculationisdividedintonon-combinationofinternalforcesandearthquakeseismiccombinationofinternalforces.Non-internalforcecalculationtakesintoaccountthefollowingthreeseismicloads：deadloads,liveloads,windloads.Andthecalculationofconstantloadforceusethesecondarydistributionmethod.Seismicinternalforcecalculationtakesintoaccounttherepresentativevalueofgravityloadandseismicloads.Thedesignofcolumn,boardusesthetheoryofelasticityandbeamsdesignusesplastictheory.Aboutthewindloads,seismicloadsareusedtocalculatetheinternalforcesbyD-valuedmethod.Stairsselectsplatestairs;andthefoundationselectesindependentfoundationundercolumn.KeywordsReinforcedConcrete;FrameConstruction;StructuralDesign广西工学院硕士学位论文目录PAGECXX目录TOC\o"1-3"\h\z\uHYPERLINK\l_Toc6683摘要PAGEREF_Toc6683IHYPERLINK\l_Toc17226AbstractPAGEREF_Toc17226IIHYPERLINK\l_Toc11416目录PAGEREF_Toc11416IIIHYPERLINK\l_Toc31561第一部分建筑设计/结构设计PAGEREF_Toc315611HYPERLINK\l_Toc9831工程概况和设计资料PAGEREF_Toc9831HYPERLINK\l_Toc38341.1工程概况PAGEREF_Toc38341