SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES
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摘要: 对砌体填充墙与框架结构的相互作用机理进行分析,主要内容为填充墙框架结构的荷载路径、填充墙布置、填充墙对框架柱和梁的附加作用、填充墙开洞时框架柱可能形成短柱以及力学模型,给出设计或加固的建议。Abstract: Interactive mechanism of masonry-infilled walls and frame structures is analysed, mainly involving load paths, infilled wall placement, additive action, captive columns and mechanical models. Some suggestions on seismic design or retrofit are also given.
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Seismic Assessment and Retrofit of Reinforced Concrete Buildings[M].The International Federation for Structural Concrete(fib),2003.72-73. 王春武. 钢筋混凝土框架-砌体墙结构性能的试验研究[J].工业建筑,2002,(07):71-73. 沈聚敏,周锡元,高小旺. 抗震工程学[M].北京:中国建筑工业出版社,2002.392-403. 龚思礼. 建筑抗震设计手册[M].北京:中国建筑工业出版社,1994.314-326. 张熙光,王骏孙,刘惠珊. 建筑抗震鉴定加固手册[M].北京:中国建筑工业出版社,2001.374-376.
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