建筑结构

2000, (06) 10-13+67

[打印本页] [关闭]
本期目录(Current Issue) | 过刊浏览(Past Issue) | 高级检索(Advanced Search)

延性建筑考虑非弹性变形限值基于性能的抗震设计简化方法
Simplified Performance-based Seismic Design Methodology for Ductile Buildings Considering Inelastic Deformation Limits

MasakazuOzaki,TatsuyaYzuhata,罗文斌 ,钱稼茹
Masakazu Ozaki Tatsuya Yzuhata

摘要(Abstract):

介绍了刚性楼盖及结构在两个水平方向正交的单层和多层建筑考虑非弹性变形限值基于性能的简化抗震设计方法.该方法采用剪扭承载力比和地震记录中日本高烈度城市地区的大震地面运动,可用于不规则建筑、混合结构建筑及采用新材料的建筑.具体介绍了几种结构的设计方法,但设计地面运动等方面尚待更多的研究.
Simplified performance-based design of one-story and multistory ductile buildings with rigid diaphragm and parallel system including irregular-type buildings, mixed structural systems, and new materials and construction structural systems is introduced considering acceptable inelastic deformation limits using shear and torsional strength capacity ratios and certain levels of major earthquake ground motions at some urban area in a Japanese high seismic zone based on the past earthquake data as an example. Several design examples are also presented. However, more research is needed for design ground motions and so on.

关键词(KeyWords): 基于性能设计;延性;抗震设计;剪扭承载力比;多层建筑;简化性能
performance-based design; aseismic design; inelastic deformation limits; shear and torsional strength capacity ratios; simplified method

Abstract:

Keywords:

基金项目(Foundation):

作者(Author): MasakazuOzaki,TatsuyaYzuhata,罗文斌 ,钱稼茹
Masakazu Ozaki Tatsuya Yzuhata

Email:

DOI: 10.19701/j.jzjg.2000.06.002

参考文献(References):

扩展功能
本文信息
服务与反馈
本文关键词相关文章
本文作者相关文章
中国知网
分享