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。
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.
出处
《西南科技大学学报》
CAS
2014年第1期25-28,共4页
Journal of Southwest University of Science and Technology
基金
西南科技大学科研基金(12ZX3013)
关键词
填充墙
破坏机制
应力分布
构造耗能技术
Filler wall
Failure mechanism
Stress distribution
The energy dissipation design
