| 底部框架抗震墙砖房抗震设计要点及工程应用 |
| |
| 引用本文： | 潘栋,邓民宪.底部框架抗震墙砖房抗震设计要点及工程应用[J].江苏建筑,2007(2):30-31,45. |
| |
| 作者姓名： | 潘栋 邓民宪 |
| |
| 作者单位： | [1]南京工业大学土木工程学院,江苏南京210009 [2]江苏省地震局,江苏南京210014 |
| |
| 摘 要： | 基于对底部框架-抗震墙结构房屋的抗震性能分析,从建筑抗震概念设计出发,给出底部抗震墙抗震刚度计算公式及抗震墙数量的简化确定方法,并在构造上进行了论述,结合工程设计实例,以供设计人员在实际设计中提供借鉴.
|
| 关 键 词： | 抗震墙砖房 侧向刚度 抗震设计 底部框架抗震墙砖房 设计要点 工程应用 Bottom Wall Structures Brick 人员 设计实例 结合 构造 方法 简化 计算公式 抗震刚度 底部抗震墙 概念设计 建筑抗震 性能分析 结构 |
| 文章编号： | 1005-6270（2007）02-0030-02 |
| 收稿时间： | 2006-12-11 |
| 修稿时间： | 2006-12-11 |
Application and Key of Brick Masonry Structures with Frame-Shear Wall at the Bottom |
| |
| PAN Dong,DENG Ming-xian.Application and Key of Brick Masonry Structures with Frame-Shear Wall at the Bottom[J].Jiangsu Construction,2007(2):30-31,45. |
| |
| Authors: | PAN Dong DENG Ming-xian |
| |
| Affiliation: | 1. College of Civil Engineering, Nanjing University of Technology, Nanjing Jiangsu 210009 China; 2.Jiangsu Earthquake Administration Bureau, Nanjing Jiangsu 210014 China |
| |
| Abstract: | Based on the analysis of seismic capability of brick masonry structures with frame - shear wall at the bottom, and from the seismic conceptual design of structure , the method and simplified formula for the determination of lateral stiffness and the number of frame - shear wall of the building were presented, and some constitutions were discussed in brief. Combined with example of building design , it can give the example for designers . |
| |
| Keywords: | brick masonry building with frame - shear wall lateral stiffness seismic design |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
