摘要
通过空腔结构复合填充墙-钢框架和同尺寸纯钢框架的对比试验,分析了空腔结构复合填充墙-钢框架的抗侧力性能和滞回性能。研究结果证明空腔结构复合填充墙是一种理想的抗侧力体系,可用于多层或小高层钢结构住宅,作为结构的抗侧力构件。
A comparative experimental research on steel frame with cavity sandwich wall infill is introduced in this paper. Its lateral resistant behavior and hysteresis characteristic are analyzed and discussed on the basis of experimental result. It is proved that the steel frame with cavity sandwich wall infill is one of excellent lateral resistant systems, which is available for the lateral resistant components in the steel residential buildings.
出处
《世界地震工程》
CSCD
2003年第3期73-77,共5页
World Earthquake Engineering
基金
建设部2001年科技攻关项目(01-2-085)
