带有抗震连梁新型剪力墙极限承载力分析  

Analysis of Load-carrying Capacity of New Shearwall Structure Hav-ing Aseismatic Coupling Beams

作　　者：李爱群[1] 程文[1] 

机构地区：[1]南京理工大学理学院,东南大学

出　　处：《南京理工大学学报》1994年第2期7-10,共4页Journal of Nanjing University of Science and Technology

基　　金：国家自然科学基金

摘　　要：带有抗震连粱的新型铜筋混凝土剪力墙具有良好的抗震性能。在试验研究的基础上，通过对偏拉墙肢、偏压墙肢和剪力墙整体结构的受力分析，建立了这类新型剪力墙结构极限承载力的计算公式。算例计算证实了公式的正确性。It has been proved that the new reinforced concrete shearwalls having aseismatic coupling beams have good earthquake-proof properties. Based on the experimental researches , mechanic analysis of the eccentric tension pier,the eccentric compression pier and whole shearwall has been finished.The calculating formulae of the load,carrying capacity of this kind of shearwall have been set up. Their correctness has been verified by calculating example.

关 键 词：抗震结构 连系梁 剪力墙 极限载荷 

分 类 号：TU973.16[建筑科学—结构工程]