摘要
介绍了基于性能抗震设计方法的基本概念以及基于位移的钢管混凝土柱抗震设计的大致过程,指出了钢管混凝土柱性能设计中有待解决的关键问题。
Performance-based seismic design method has been introduced in this paper.The basic procedure on displacement-based seismic design of CFST column is given.Main problems to be solved on the subject are discussed.
出处
《苏州科技学院学报(工程技术版)》
CAS
2004年第2期16-19,共4页
Journal of Suzhou University of Science and Technology (Engineering and Technology)
关键词
钢管混凝土柱
性能设计
位移
抗震
CFST column
performance-based design
displacement response spectrum
seismic design