| 金轩大邸7号楼抗扭结构设计 |
| |
| 引用本文： | 陈爱清,张国平.金轩大邸7号楼抗扭结构设计[J].黄石理工学院学报,2007,23(2):40-43. |
| |
| 作者姓名： | 陈爱清 张国平 |
| |
| 作者单位： | 1. 黄石理工学院土木建筑工程学院,湖北,黄石,435003
2. 黄石市嘉磊监理公司,湖北,黄石,435000 |
| |
| 摘 要： | 平面不规则的高层建筑结构在地震作用下会发生扭转振动效应.通过合理布置结构平面,减小结构的质心与刚心的距离,合理控制一阶扭振周期与一阶侧振周期的比值,可以有效地减小结构的扭振效应.结合上海金轩大邸7号楼结构设计,介绍了合理有效地减小平面不规则高层剪力墙结构的扭转效应的方法.
|
| 关 键 词： | 剪力墙结构 平面不规则 抗扭刚度 扭转振动效应 |
| 文章编号： | 1008-8245(2007)02-0040-04 |
| 修稿时间： | 2007年1月11日 |
Anti-torsion Structure Design of NO. 7 Jinxuan Building |
| |
| Chen Aiqing,Zhang Guoping.Anti-torsion Structure Design of NO. 7 Jinxuan Building[J].Journal of Huangshi Institute of Technology,2007,23(2):40-43. |
| |
| Authors: | Chen Aiqing Zhang Guoping |
| |
| Abstract: | Earthquake can cause torsional vibration to high-rise structures with irregular plane.This response of torsional vibration can be decreased by properly arranging the structural plane,reducing the distance of mass and stiffness centre of the structure,properly controlling the ratio of the first-order torsional vibration period to the first-order lateral vibration period.The paper introduces the way to reduce the response of irregular high-rise shear wall structure torsional vibration with the example of structural design of N0.7 Jinxuan Building in Shanghai for reference of structure designers. |
| |
| Keywords: | shear wall structure irregular plane anti-torsion stiffness response of torsional vibration |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
