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承载-消能减震技术规程

Technical specification for seismic mitigation of loading-bearing and energy-dissipating

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  • 标准信息
  • 中文目录
  • 英文目录
  • 公告
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标准信息

  • 【主编部门】
    同济大学;哈尔滨工业大学
  • 【批准部门】

    中国工程建设标准化协会

  • 【发布单位】

    中国工程建设标准化协会

  • 【主编单位】

    同济大学;哈尔滨工业大学

  • 【参编单位】

    中国建筑科学研究院有限公司;大连理工大学;广州大学;武汉理工大学;清华大学;中国建筑设计研究院有限公司;华东建筑设计研究总院;奥雅纳工程咨询(上海)有限公司;上海建筑设计研究院有限公司;天津市天友建筑设计股份有限公司;中国建筑股份有限公司;南通蓝科减震科技有限公司;智性科技南通有限公司

  • 【主要起草人】

    欧进萍;李国强;薛彦涛;吴斌;孙飞飞;谭平;潘鹏;金华建;李芦钰;马宁;胡大柱;范重;包联进;朱立刚;张坚;魏然;孙瑛志;孔伟明;陈云;吴克川;王彦博;刘桂然

  • 【主要审查人】

    周福霖;陈政清;徐建;郁银泉;丁洁民;李宏男;杜修力;李忠献;李爱群;滕军;周云;陈星;朱忠义

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中文目录

  • 中国工程建设标准化协会公告

  • 前言

  • 1 总  则

  • 2 术语和符号

    • 2.1 术语

    • 2.2 符号

  • 3 基本规定

    • 3.1 设计方案

    • 3.2 结构体系

    • 3.3 结构性能目标

    • 3.4 材料性能

    • 3.5 承载-消能构件和承载-多级消能构件

    • 3.6 连接与节点

  • 4 承载-消能构件的性能

    • 4.1 一般规定

    • 4.2 构件性能

    • 4.3 性能检验与性能参数确定

  • 5 承载-多级消能构件的性能

    • 5.1 一般规定

    • 5.2 承载-多级消能摩擦阻尼器组合构件

    • 5.3 承载-多级消能黏弹性阻尼器组合构件

    • 5.4 承载-多级消能金属阻尼器组合构件

    • 5.5 性能检测与性能参数确定

  • 6 结构的抗震减震设计

    • 6.1 一般规定

    • 6.2 结构分析

    • 6.3 设计方法

    • 6.4 主体结构设计

    • 6.5 连接件及相邻构件设计

    • 6.6 构造措施

  • 7 承载-消能构件的连接与构造

    • 7.1 一般规定

    • 7.2 节点板的验算

    • 7.3 预埋件计算

    • 7.4 连接构造

    • 7.5 局部验算

  • 8 采用承载-消能构件的结构施工、验收和维护

    • 8.1 一般规定

    • 8.2 承载-消能构件进场验收

    • 8.3 承载-消能构件的施工安装顺序

    • 8.4 施工测量和承载-消能构件的安装、校正

    • 8.5 承载-消能构件安装的焊接和紧固件连接

    • 8.6 施工安全和施工质量验收

    • 8.7 承载-消能构件的维护

  • 附录A 承载-消能钢支撑单元模型和恢复力模型

  • 附录B 承载-消能钢板墙单元模型和恢复力模型

  • 附录C 承载-消能钢连梁单元模型与恢复力模型

  • 附录D 承载-消能节点的恢复力模型

  • 附录E 承载-多级消能构件的恢复力模型

  • 附录F 连接方法

  • 本规程用词说明

  • 引用标准名录

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英文目录

  • 1 General provisions

  • 2 Terms and symbols

    • 2.1 Terms

    • 2.2 Symbols

  • 3 Basic requirements

    • 3.1 Design scheme

    • 3.2 Structural systems

    • 3.3 Performance target of structure

    • 3.4 Requirements of materials

    • 3.5 Bi-functional member of load-bearing and energy-dissipating and bi-functional member of loading-bearing and mutli-level-energy-dissipating

    • 3.6 Connections and joints

  • 4 Performance of bi-functional member of load-bearing and energy-dissipating

    • 4.1 General requirements

    • 4.2 Performance of members

    • 4.3 Experiment and parameter determination of performance

  • 5 Performance of bi-functional member of load-bearing and mutli-level-energy-dissipating

    • 5.1 General requirements

    • 5.2 Bi-functional member of load-bearing and mutli-levelenergy-dissipating with friction dampers

    • 5.3 Bi-functional member of load-bearing and mutli-levelenergy-dissipating with viscoelastic dampers

    • 5.4 Bi-functional member of load-bearing and mutli-levelenergy-dissipating with metallic dampers

    • 5.5 Experiment and parameter determination of performance

  • 6 Load-bearing and energy-dissipating design of structure for earthquake-resistance

    • 6.1 General requirements

    • 6.2 Structural analysis

    • 6.3 Design methods

    • 6.4 Design of main structure

    • 6.5 Design of connectors and adjacent components

    • 6.6 Structural measures

  • 7 Connections and structures of bi-functional member of load-bearing and energy-dissipating

    • 7.1 General requirements

    • 7.2 Check of gusset plates

    • 7.3 Check of embedded parts

    • 7.4 Detailing of connections

    • 7.5 Local check

  • 8 Construction,acceptance and maintenance of load-bearing and energy-dissipating structure for earthquake-resistance

    • 8.1 General requirements

    • 8.2 In-site acceptance of bi-functional member of load-bearing and energy-dissipating

    • 8.3 Installation and construction sequences of bi-functional member of load-bearing and energy-dissipating

    • 8.4 Construction survey and installation,correction of bi-functional member of load-bearing and energydissipating

    • 8.5 Welded and fastener connections of bi-functional member of load-bearing and energy-dissipating

    • 8.6 Construction safety and quality acceptance

    • 8.7 Maintenance of bi-functional member of load-bearing and energy-dissipating

  • Appendix A Elements and restoring force models of bi-functional steel brace of load-bearing and energy-dissipating

  • Appendix B Elements and restoring force models of bi-functional steel shear wall of loadbearing and energy-dissipating

  • Appendix C Elements and restoring force models of bi-functional steel link of load-bearing and energy-dissipating

  • Appendix D Restoring force model of bi-functional connection of load-bearing and energydissipating

  • Appendix E Restoring force model of bi-functional member of load-bearing and mutli-levelenergy-dissipating

  • Appendix F Connecting methods

  • Explanation of wording in this specification

  • List of quoted standards

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公告

中国工程建设标准化协会公告

5-50-00
第956号
关于发布《承载-消能减震技术规程》的公告
根据中国工程建设标准化协会《关于印发〈2019年第二批协会标准制订、修订计划〉的通知》(建标协字〔2019〕22号)的要求,由同济大学、哈尔滨工业大学等单位编制的《承载-消能减震技术规程》,经协会钢结构专业委员会组织审查,现批准发布,编号为T/CECS 900-2021,自2022年3月1日起施行。
中国工程建设标准化协会
二〇二一年十月十五日
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本书术语

术语 英文名称 术语 英文名称
承载-消能构件 bi-functional member of load-bearing and energy-dissipating 承载-多级消能构件 bi-functional member of loadingbearing and mutli-level-energy-dissipating
承载-消能钢支撑 bi-functional steel brace of loadbearing and energy-dissipating 承载-消能钢板墙 bi-functional steel shear wall of load-bearing and energy-dissipating
承载-消能钢连梁 bi-functional steel coupling beam of load-bearing and energy-dissipating 承载-消能联肢剪力墙 bi-functional coupled shear wall of load-bearing and energy-dissipating
承载-消能节点 bi-functional connection of load-bearing and energy-dissipating 承载-消能抗震减震结构 load-bearing and energydissipating structure for earthquake-resistance
消能比 energy-dissipating ratio

确定