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目录
第四章 框架的风荷载、地震荷载集中于各楼层标高处的重力荷载代表值Gi13
4.1 地震荷载作用下的梁、柱、墙、门、窗重力荷载标准值13
威海市农业银行办公楼
土木工程专业
指导教师
摘要：威海市农业银行是一栋现浇钢筋混凝土五层框架结构的建筑物，建筑面积约为4000m2，建筑高度为20.37m，基本风压0.35kN/m，基本雪压0.45kN/m。设计内容包括建筑与结构设计两部分。
这个设计项目的建筑设计，进行了建筑物的平、立、剖的三方面的设计。办公楼属于公共建筑，既要求满足建筑布局，也要有抗震、采风通光等各方面的要求。结构设计，主要进行了结构布置及选型、荷载计算、内力计算、内力组合、按最不利内力进行各杆件配筋计算、基础计算。
关键词：框架结构；办公楼；建筑设计；结构设计
The Design of the Building of the Agriculture Bank of China in Weihai
Student Majoring in Civil Engineering Qiao Liao
Tutor Name Rong Ren
Abstract：The Agriculture Bank of China in Weihai is a cast-in-place reinforced concrete and five-story frame construction building. The floor area approximately is 4000m2, building height is 20.37m, the basic wind pressure is 0.35kN / m, the basic snow pressure is 0.45 kN / m. Design elements include two parts： architectural and structural.
This architectural design of this project, working on three aspects design which the building plane, vertical, section. The office building belongs to the public building, not only be requested to satisfy the architectural composition, but also various of requests,for example: resisting to earthquakes, collect wind and passes the light and so on.The structural design, mainly working on structural arrangement and selection, load calculation, internal force calculation, combination of internal forces, reinforcement calculation of each link in accordance with the most unfavorable of the internal forces, foundation calculation.
Keywords: frame-structure; office building; architecture design; structure design
| 表4-4 横向水平地震作用下的位移验算 | ||||||
| 层次 | Vi／kN | ∑Di／（N／mm) | △ui／mm | ui／mm | hi／mm |
|
| 5 | 1225.39 | 89430.4×16 | 0.86 | 119.9 | 3400 | 1／3953 |
| 4 | 2267.77 | 89430.4×16 | 1.58 | 112.1 | 3400 | 1／2152 |
| 3 | 3075.42 | 89430.4×16 | 2.15 | 96.2 | 3400 | 1／1581 |
| 2 | 3640.37 | 89430.4×16 | 2.54 | 72.2 | 3400 | 1／1339 |
| 1 | 3982.53 | 72517.98×16 | 3.43 | 40.2 | 4850 | 1／1414 |
