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建筑结构抗震“体系能力设计法”综述

叶列平 金鑫磊 田源 陆新征 缪志伟 曲哲 林旭川 卢啸

叶列平, 金鑫磊, 田源, 陆新征, 缪志伟, 曲哲, 林旭川, 卢啸. 建筑结构抗震“体系能力设计法”综述[J]. 工程力学, 2022, 39(5): 1-12. doi: 10.6052/j.issn.1000-4750.2021.03.0173
引用本文: 叶列平, 金鑫磊, 田源, 陆新征, 缪志伟, 曲哲, 林旭川, 卢啸. 建筑结构抗震“体系能力设计法”综述[J]. 工程力学, 2022, 39(5): 1-12. doi: 10.6052/j.issn.1000-4750.2021.03.0173
YE Lie-ping, JIN Xin-lei, TIAN Yuan, LU Xin-zheng, MIAO Zhi-wei, QU Zhe, LIN Xu-chuan, LU Xiao. 'SYSTEM CAPACITY DESIGN METHOD' FOR THE SEISMIC DESIGN OF BUILDING STRUCTURES: A REVIEW[J]. Engineering Mechanics, 2022, 39(5): 1-12. doi: 10.6052/j.issn.1000-4750.2021.03.0173
Citation: YE Lie-ping, JIN Xin-lei, TIAN Yuan, LU Xin-zheng, MIAO Zhi-wei, QU Zhe, LIN Xu-chuan, LU Xiao. "SYSTEM CAPACITY DESIGN METHOD" FOR THE SEISMIC DESIGN OF BUILDING STRUCTURES: A REVIEW[J]. Engineering Mechanics, 2022, 39(5): 1-12. doi: 10.6052/j.issn.1000-4750.2021.03.0173

建筑结构抗震“体系能力设计法”综述

doi: 10.6052/j.issn.1000-4750.2021.03.0173
基金项目: 国家重点研发计划政府间国际创新合作项目(2019YFE0112800);国家自然科学基金面上项目(51778341)
详细信息
    作者简介:

    叶列平(1960−),男,浙江人,教授,博士,主要从事混凝土结构与结构抗震研究(E-mail: ylp@tsinghua.edu.cn)

    金鑫磊(1996−),男,湖北人,博士生,主要从事高层建筑结构抗震研究(E-mail: jinxl18@mails.tsinghua.edu.cn)

    陆新征(1978−),男,安徽人,教授,博士,主要从事结构数值模拟与防灾减灾研究(E-mail: luxz@tsinghua.edu.cn)

    缪志伟(1981−),男,江苏人,副教授,博士,主要从事建筑结构抗震设计研究(E-mail: zhiweiseu@sina.com)

    曲 哲(1983−),男,陕西人,研究员,博士,主要从事建筑物的地震损伤控制与震后快速恢复的研究(E-mail: quz@iem.ac.cn)

    林旭川(1984−),男,浙江人,研究员,博士,主要从事数值模拟与钢结构抗震研究(E-mail: linxc03@gmail.com)

    卢 啸(1986−),男,湖南人,副教授,博士,主要从事高层抗震研究(E-mail: xiaolu@bjtu.edu.cn)

    通讯作者:

    田 源(1991−),男,辽宁人,博士,主要从事工程结构抗震与防灾减灾研究(E-mail: t-y14@tsinghua.org.cn)

  • 中图分类号: TU973+.2;TU318+.1

"SYSTEM CAPACITY DESIGN METHOD" FOR THE SEISMIC DESIGN OF BUILDING STRUCTURES: A REVIEW

  • 摘要: 建筑结构是由不同力学单元组合形成的复杂系统,从系统层次控制结构在强震下的动力响应与损伤过程对结构抗震设计具有重要意义。为使建筑结构具有“稳定、有序、渐进、可控”的地震损伤机制与破坏模式,预先设计明确的损伤机制和提高结构整体屈服后刚度是有效途径。在此背景下,“体系能力设计法”得以提出和发展。体系能力设计法通过在体系层次设置主、次结构,使结构的弹塑性动力响应受控于抗震能力较高的主结构,从而实现性态控制。该文综述了体系能力设计法中的关键科学问题在近年来的重要发展,并探讨了体系能力设计法的工程指导意义与未来发展方向。
  • 图  1  钢筋混凝土剪力墙结构体中的主、次结构

    Figure  1.  Primary and secondary structures in a reinforced concrete shear wall structure

    图  2  摇摆墙-框架结构中的主、次结构

    Figure  2.  Primary and secondary structures in a rocking wall-frame structure

    图  3  典型框架结构在不同荷载形式下的构件重要性指标

    Figure  3.  Member importance index of a typical frame structure under different load patterns

    图  4  钢筋混凝土双功能带缝剪力墙

    Figure  4.  Reinforced concrete dual function slitted shear wall

    图  5  框架-支撑筒体系

    Figure  5.  Frame-braced tube structural system

    图  6  摇摆墙-框架结构及其整体破坏机制

    Figure  6.  Rocking wall-frame structure and its overall failure mechanism

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出版历程
  • 收稿日期:  2021-03-12
  • 修回日期:  2021-06-09
  • 网络出版日期:  2021-06-29
  • 刊出日期:  2022-05-01

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