陶?；炷廉愋沃蚣芸拐鹦阅茉囼?yàn)研究*
蔣利學(xué) 鄧景紋 忻鼎康 貢春成
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蔣利學(xué) 鄧景紋 忻鼎康 貢春成
(上海市建筑科學(xué)研究院 200032)[提要] 研究了兩跨3層陶?；炷廉愋沃蚣苣Ｐ驮诘椭芊磸?fù)荷載作用下的抗震性能，分析了其破壞過程、破壞形態(tài)、承載能力、變形、延性、耗能能力等，總結(jié)了陶粒混凝土異形柱框架抗震性能的特點(diǎn)。
[關(guān)鍵詞] 陶?；炷?nbsp; 異形柱框架 抗震性能The earthquake resistant behavior of a two-span and three-story frame model with ceramsite concrete special-shaped column under low frequency cyclic and reversecl 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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