办公楼建筑设计毕业论文
办公楼建筑设计毕业论文目 录 TOC \o "1-3" \h \z \u HYPERLINK \l "_Toc399228707" 前言 PAGEREF _Toc399228707 \h 1 H
.... 办公楼建筑设计毕业论文 目录 前言 ···································· 1 第1章设计资料 ······························· 2 1.1工程概况 ································ 2 1.2设计标高 ································ 2 1.3气象资料 ································ 2 1.4工程地质资料 ······························ 2 1.5抗震烈度 ································ 2 1.6墙身做法 ································ 2 1.7门窗做法 ································ 2 1.8所用材料 ································ 2 第2章荷载计算 ······························· 5 3.1恒载计算 ································ 5 3.1.1屋面框架梁线荷载标准值 ······················· 5 3.1.2楼面框架梁线荷载标准值 ······················· 5 3.1.3屋面框架节点集中荷载标准值 ····················· 6 3.1.4楼面框架节点集中荷载标准值 ····················· 6 3.2活荷载计算 ······························· 7 3.2.1屋面活荷载 ····························· 7 3.2.2楼面活荷载 ····························· 8 3.3风荷载计算 ······························· 8 3.4地震作用计算 ······························ 9 3.4.1重力荷载代表值计算 ························· 9 3.4.2框架刚度计算 ··························· 11 3.4.3结构基本周期的计算 ························ 12 3.4.4多遇水平地震作用标准值计算 ···················· 13 3.4.5横向框架弹性变形验算 ······················· 13 第3章力计算 ······························· 15 4.1恒荷载作用下的力计算 ························· 15 .. 参考资料

