体系能力设计法在消能减震结构设计中的应用

英文篇名：Application of Structure System Capacity Design Approach in Energy Dissipation Structure Design
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：叶列平 ; 程光煜 ; 齐玉军
英文作者：Ye Lie-ping~(1 ; 2) ; Cheng Guang-yu~(1 ; 2) ; Qi Yu-jun~(1 ; 2)(1.Tsinghua University ; Beijing 100084 ; China ; 2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry ; Beijing 100084 ; China)
中文关键词：消能减震 ; 体系能力设计法 ; 抗震设防目标 ; 等效阻尼比
英文关键词：energy dissipation ; structure system capacity design approach ; seismic fortification goal ; equivalent damping ratio
出版日期：2008-04-28
机构：清华大学土木工程系,清华大学土木工程系,清华大学土木工程系北京100084,结构工程与振动教育部重点实验室,北京100084,北京100084,结构工程与振动教育部重点实验室,北京100084,北京100084,结构工程与振动教育部重点实验室,北京100084
年：2008
期：02
出版单位：工程抗震与加固改造

摘要

结合基于性能抗震设计概念,介绍了体系能力设计法在消能减震结构中的应用。依据体系能力设计法建议了消能减震结构抗震设防目标,并通过算例分析给出了满足体系能力设计方法所需具备的条件。在此基础上,给出了消能减震结构设计中阻尼器分布、阻尼器参数和等效阻尼比等有关计算方法。
According to performance based seismic design concept,the application of structure system capacity design approach(SSCD) proposed by the first author in energy dissipation structures is presented.Based on SSCD approach,the seismic performance goal is recommended and the design requirements of the energy dissipation structures are proposed with the parameter study.Based on these researches,the calculation methods of the parameters and distribution of energy dissipation devices and equivalent damping ratio are proposed.

引文

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