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多高层建筑钢结构抗侧力体系综述
引用本文:罗仁. 多高层建筑钢结构抗侧力体系综述[J]. 钢结构, 2001, 16(3): 47-50
作者姓名:罗仁
作者单位:云南省设计院
摘    要:综述多高层建筑钢结构常用抗侧力体系的受力特性,并比较各自的优缺点。提出工程设计中应注意的若干问题和建议。

关 键 词:中心支撑  偏心支撑  变形  耗能  延性
修稿时间:2000-12-25

COMMENTARY ON LATERAL FORCE RESISTING SYSTEMS FOR MULTI-STORY AND TALL BUILDING STEEL STRUCTURES
Luo Ren. COMMENTARY ON LATERAL FORCE RESISTING SYSTEMS FOR MULTI-STORY AND TALL BUILDING STEEL STRUCTURES[J]. Steel Construction, 2001, 16(3): 47-50
Authors:Luo Ren
Affiliation:Yunnan Design Institute Kunming 650032
Abstract:In this paper, forced characteristics of the lateral force resisting systems for multi-story and tall building steel structures are summed up. The advantages and shortcomings of these systems are discussed. Several problems that merit attention to engineering design and some suggestions on design are put forward.
Keywords:concentric braced frame eccentric braced frame deformation energy dissipation ductility  
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