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陶粒混凝土异形柱框架抗震性能试验研究
引用本文:蒋利学,邓景纹,忻鼎康,贡春成. 陶粒混凝土异形柱框架抗震性能试验研究[J]. 建筑结构, 2003, 33(9)
作者姓名:蒋利学  邓景纹  忻鼎康  贡春成
作者单位:上海市建筑科学研究院,200032;上海市建筑科学研究院,200032;上海市建筑科学研究院,200032;上海市建筑科学研究院,200032
基金项目:上海市科学技术发展基金资助项目
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。

关 键 词:陶粒混凝土  异形柱框架  抗震性能

Experimental Study on Earthquake Resistant Behavior of Ceramsite Concrete Special-shaped Column Frame
Jiang Lixue Deng Jingwen Xin Dingkang et al.. Experimental Study on Earthquake Resistant Behavior of Ceramsite Concrete Special-shaped Column Frame[J]. Building Structure, 2003, 33(9)
Authors:Jiang Lixue Deng Jingwen Xin Dingkang et al.
Affiliation:Jiang Lixue Deng Jingwen Xin Dingkang et al.
Abstract: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.
Keywords:ceramsite concrete  special shaped column frame  earthquake resistant behavior
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