摘要
研究了两跨 3层陶粒混凝土异形柱框架模型在低周反复荷载作用下的抗震性能 ,分析了其破坏过程、破坏形态、承载能力、变形、延性、耗能能力等 ,总结了陶粒混凝土异形柱框架抗震性能的特点。
The earthquake resistant behavior of a two span and three story frame model with ceramsite concrete special shaped column under low frequency cyclic and reversed lateral loads is studied.Its failure process,failure mode,load carrying capacity,deformation,ductility as well as energy consumption ability are analyzed,and the characteristics of earthquake resistant behavior of ceramsite concrete special shaped column frame are summarized.
出处
《建筑结构》
CSCD
北大核心
2003年第9期33-36,共4页
Building Structure
基金
上海市科学技术发展基金资助项目
