摘要
结合GB 50011-2010建筑结构抗震设计规范和JGJ 3-2002高层建筑混凝土结构技术规程,以框架结构工程为例,对填充墙刚度对混凝土框架结构抗震性能的影响进行了研究,并得出一些有益的结论,以期指导混凝土框架结构抗震设计。
Integrating with GB 50011-2010 building structure seismic design norms and JGJ 3-2002 high-rise building concrete structure tech nique specifications, taking frame structure engineering as the case, it studies the impacts of infill wall on the seismic property of concrete frame structure, and draws some useful conclusions, so as to guide concrete frame structure seismic design.
出处
《山西建筑》
2011年第7期33-34,共2页
Shanxi Architecture
关键词
框架结构
抗震设计
填充墙
frame structure, seismic design, infill wall