论文总字数：52514字摘 要根据建筑方案图，本工程结构为四层现浇钢筋混凝土多层框架结构，设计使用年限为50年。结构安全等级为二级；抗震设防烈度为6度；设计基本地震加速度值为0.05g；框架的抗震等级为二级；采用独立基础，地基基础设计等级丙级；建筑室内外高差600mm，室外标高即为现有自然地面标高。根据建筑设计和结构承重、抗震方面的要求以及场地地质条件，合理地进行结构选型和结构整体布置，确定各种结构构件的尺寸，选取一榀主要横向结构框架进行结构设计计算，用计算结构力学程序对该榀结构框架进行电算与手算结果进行对比分析；完成楼梯设计和基础设计；用PKPM软件对整栋框架结构进行PKPM电算；绘制出相关建筑和结构施工图。通过本模拟设计，可使学生综合土木工程专业各课程的知识，了解建筑设计方法，熟悉结构设计

论文总字数：50348字摘 要……………………………………………………………………………………………ⅠABSTRACT………………………………………………………………………………… Ⅱ第一章 结构选型与布置……………………………………………………………………11.1工程名称…………………………………………………………………… 11.2 工程概况与设计资料…………………………………………………………………2第二章 计算简图及荷载计算……………………………………………………………32.1 确定计算简图…………………………………………………………………………32.2 构件材料选择…………………………………………………………………………32.3 构件截面尺寸估算……………………………………………………………………42.4

论文总字数：28627字摘 要I ABSTRACT·············································· II第一章、设计资料及要求···································11.1工程概况············································11.2设计内容及要求······································2第二章、确定计算简图·····································32.1计算简图·············································32.2梁柱截面尺···········································32.3材料强度等级·········································42.4荷载计算 ···········································42.5风荷载········�

论文总字数：46549字摘 要根据建筑方案图，本工程结构为六层现浇钢筋混凝土多层框架结构。设计使用年限为50年；结构安全等级为二级；抗震设防烈度为7度；设计基本地震加速度值为0.10g；框架的抗震等级为二级；采用独立基础，地基基础设计等级丙级；建筑室内外高差450mm，室外标高即为现有自然地面标高。根据建筑设计和结构承重、抗震方面的要求以及场地地质条件，合理地进行结构选型和结构整体布置，确定各种结构构件的尺寸，选取一榀主要横向结构框架进行结构设计计算，用计算结构力学程序对该榀结构框架进行电算与手算结果进行对比分析；完成楼梯设计和基础设计；用PkPM软件对整栋框架结构进行PkPM电算；绘制出相关建筑和结构施工图。通过本模拟设计，可使学生综合土木工程专业各课程的知识，了解建筑设计方法，熟悉结构设计

论文总字数：79724字摘 要CDSTRACT第一章、设计资料及要求·····································11.1工程概况············································11.2设计内容及要求······································1第二章、确定计算简图·····································32.1梁柱截面尺寸········································32.2材料强度等级········································32.3计算简图············································32.4荷载计算 ···········································32.5风荷载··············································72.6地震作用····�

论文总字数：56627字摘 要ABSTRACT …………………………………………………………………………II第一章、设计资料及要求 ……………………………………………………11.1工程概况 ……………………………………………………………………11.2设计内容及要求 ……………………………………………………………1第二章、确定计算简图 …………………………………………………… 32.1梁柱截面尺寸 ………………………………………………………………32.2材料强度等级 ………………………………………………………………32.3计算简图 ……………………………………………………………………32.4荷载计算 ………………………………………………………………… 42.5风荷载 ………………………………………………………………………82.6地震�

论文总字数：56766字摘 要· ················································4ABSTRACT················································5第一章、设计资料及要求· ·································61.1工程概况 ············································61.2气象资料 ············································61.3设计内容及要求 ······································7第二章、确定计算简图 ································· 82.1梁柱截面尺寸 ········································82.2材料强度等级 ········································82.3计算简图 ··········

论文总字数：33710字摘 要····················································ⅠABSTRACT·················································Ⅱ第一章、设计资料及要求····································11.1工程概况············································11.2设计内容及要求······································1第二章、确定计算简图·····································32.1梁柱截面尺寸········································32.2材料强度等级········································32.3计算简图············································32.4荷载计算 ·····

论文总字数：36114字摘 要ABSTRACT·······················································II第一章 设计资料及要求··········································11.1工程概况············································11.2设计内容及要求······································1第二章 确定计算简图············································42.1梁柱截面尺寸········································42.2材料强度等级········································42.3荷载计算 ···········································52.4风荷载···········································�

论文总字数：40277字摘 要ABSTRACT·······················································II第一章 设计资料及要求··········································11.1工程概况············································11.2设计内容及要求······································1第二章 确定计算简图············································32.1梁柱截面尺寸········································42.2材料强度等级········································42.3荷载计算 ···········································4 2.4风荷载·······································