节点文献
钢管混凝土抗震性能体系综述
OVERVIEW OF PERFORMANCE-BASED SEISMIC DESIGN SYSTEM OF CFST STRUCTURES
【Author】 Cai Wei;Guan Mingsheng;Du Hongbiao;College of Civil Engineering,Shenzhen University;School of Civil Transportation Engineering,Guangdong University of Technology;
【机构】 深圳大学土木工程学院; 广东工业大学土木与交通工程学院;
【摘要】 近年来强震在世界各地频繁发生,社会损失不断增加,建筑抗震性能设计的问题更加受到社会重视。然而,钢管混凝土结构在我国已经得到广泛的应用,针对钢管混凝土结构的基于性能的抗震体系却迟迟没有建立。首先介绍了钢管混凝土的特点,回顾了钢管混凝土结构的发展过程,然后对钢管混凝土基于性能的抗震设计的现状进行了综述,最后,结合未来基于性能的抗震设计的趋势,提出有关改进钢管混凝土结构基于抗震设计体系的建议。
【Abstract】 In recent years,strong earthquakes occurred frequently around the world,which caused a lot damage to the society,performance-based seismic design became more social attention. However,the concrete filled steel tubes( CFST) structures in our country has been widely used,its performance-based seismic design system has not been established. This paper introduces the characteristics of CFST,gives a review of the development process of CFST structure,then provides an overview of the performance-based seismic design of CFST structures,finally,combined with the trend of the performance-based seismic design of CFST structures,put forward some suggestions to the performance-based seismic design system of CFST structures.
【Key words】 CFST structures; performance-based seismic design; performance level; displacement-based seismic design;
- 【会议录名称】 《工业建筑》2017年增刊I
- 【会议时间】2017-06
- 【分类号】TU352.11;TU398.9