首页 | 本学科首页   官方微博 | 高级检索  
     检索      

框架填充墙破坏机理研究及其耗能设计
引用本文:郑 智,古 松,雷 挺,文 霓,常晓蕾.框架填充墙破坏机理研究及其耗能设计[J].西南科技大学学报,2014(1):25-28.
作者姓名:郑 智  古 松  雷 挺  文 霓  常晓蕾
作者单位:西南科技大学土木工程与建筑学院,四川省绵阳621000
基金项目:西南科技大学科研基金(12ZX3013).
摘    要:对影响框架填充墙破坏机制的三大因素(填充墙与框架连接方式、砌体材料、填充墙高宽比)及其应力分布情况进行了分析,阐述了框架填充墙耗能设计方法。分析认为:框架填充墙的设计缺乏统一合理的设计标准,需进一步深入了解其破坏机制,从而提高填充墙耗能能力以及框架填充墙的整体抗震水平。

关 键 词:填充墙  破坏机制  应力分布  构造耗能技术

Research on the failure mechanisms and energy dissipation design of infilled walls frame
Institution:ZHENG Zhi,GU Song, LEI Ting, WEN Ni, CHANG Xiao- lei ( College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, Sichuan, China)
Abstract:Through an analysis of the three factors (the connection mode between the infilled wall andframe, masonry materials, and infilled walls' aspect ratio) affecting the infilled walls' failure mechanismand the infilled walls' stress distribution, and we summarized the energy dissipation design methods. Itshows that there is no unified standards to design the infilled walls structure, so its failure mechanism mustbe researched more clearly to improve the energy dissipation capacity and seismic performance of the in-filled wall based on effective structures.
Keywords:Filler wall  Failure mechanism  Stress distribution  The energy dissipation design
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号