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减隔震组合技术在高烈度抗震设防区的应用研究
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  • 英文篇名:Application research of seismic isolation system combined with energy-dissipation technology in high seismic intensity region
  • 作者:丁洁民 ; 涂雨 ; 吴宏磊 ; 王世玉
  • 英文作者:DING Jiemin;TU Yu;WU Honglei;WANG Shiyu;College of Civil Engineering, Tongji University;Tongji Architectural Design (Group) Co., Ltd;
  • 关键词:高烈度抗震设防区 ; 减隔震组合技术 ; 叠加分析 ; 设计流程
  • 英文关键词:high seismic intensity region;;seismic isolation combined with energy-dissipation technology;;superposition analysis method;;design process
  • 中文刊名:JZJB
  • 英文刊名:Journal of Building Structures
  • 机构:同济大学土木工程学院;同济大学建筑设计研究院(集团)有限公司;
  • 出版日期:2018-12-05 16:42
  • 出版单位:建筑结构学报
  • 年:2019
  • 期:v.40
  • 语种:中文;
  • 页:JZJB201902006
  • 页数:11
  • CN:02
  • ISSN:11-1931/TU
  • 分类号:81-91
摘要
为提高高烈度抗震设防区建筑的安全性及抗震性能,国家和地方颁布了一系列政策,鼓励并推广使用减隔震技术。以云南省某规划展览馆为工程背景,提出了一种基础隔震与上部结构减震混合应用的减隔震组合技术,并将其应用于国内工程设计中。分析了该减隔震组合技术的减震效率及结构在罕遇地震作用下的抗震性能。分析结果表明:建议的减隔震组合技术具有良好的减震效果;在罕遇地震作用下,上部结构基本保持弹性,结构表现出良好的抗震性能。同时,针对该减隔震组合结构,提出了叠加分析法。通过算例分析,认为叠加分析法计算结果用于结构设计偏于安全。提出了适用于该减隔震组合结构的设计流程,以期为类似的工程设计提供参考。
        In order to improve the seismic performance and safety of buildings in high intensity area, national and local governments have promulgated a series of policies, encouraging the utilization of seismic isolation and energy dissipation technologies. This paper takes an exhibition hall located in Yunnan province as an example, proposes a kind of seismic isolation system combined with energy-dissipation technology, and adopts this system for engineering design in China. This paper analyzes both the seismic efficiency of the system and the structural seismic performance under rare earthquakes. The analysis results indicate that the system has great seismic efficiency and the superstructure of the system remains elastic under rare earthquakes, showing great seismic performance. Besides, this paper proposes a superposition analysis method for designing the system.According to the calculation results, the superposition method provides safe results for design. Finally, this paper proposes the design process of superposition analysis method for the system, which can be used as a reference for similar engineering cases.
引文
[1] 中国地震动峰值加速度区划图: GB 18306—2015[S]. 北京: 中国标准出版社, 2015.
    [2] 中华人民共和国住房和城乡建设部. 关于房屋建筑工程推广应用减隔震技术的若干意见(暂行)[EB/OL]. (2014- 02-21).http://www.mohurd.gov.cn/wjfb/201402/t20140226_217207.html.
    [3] DAI Shimazaki, KENTARO Nakagawa. Seismic isolation systems incorporating with RC core walls and precast concrete perimeter frames[J]. International Journal of High-rise Buildings, 2015, 4(3): 181-189.
    [4] KEN Okada, SATOSHI Yoshida. Structural design of Nakanoshima Festival Tower[J]. International Journal of High-rise Buildings, 2014, 3(3): 173-183.
    [5] 久次米, 曾根朋久. The Structural design of Tokyo Nihombashi Tower[J]. Journal of Japan Structural Consultants Association:Structure,2015,48(12):50-51.
    [6] 丁洁民, 吴宏磊. 黏滞阻尼技术工程设计与应用[M]. 北京, 中国建筑工业出版社, 2017:19.
    [7] 刘鹏. 高层隔震建筑结构研究与应用[D]. 上海:同济大学, 2017. (LIU Peng. Research and application of high buildings using isolation technology[D]. Shanghai:Tongji University, 2017.(in Chinese))
    [8] 建筑抗震设计规范: GB 50011—2010[S]. 北京: 中国建筑工业出版社, 2016.(Code for seismic design of buildings: GB 50011—2010[S]. Beijing: China Architecture & Building Press, 2016. (in Chinese)).
    [9] 云南省住房和城乡建设厅. 云南省隔震减震建筑工程促进规定实施细则[EB/OL]. (2016-12-29). http://www.ynjst.gov.cn/detail.aspx?did=44502.
    [10] 建筑消能减震技术规程: JGJ 297—2013[S]. 北京: 中国建筑工业出版社, 2013.(Technical specification for seismic energy dissipation of buildings: JGJ 297—2013[S]. Beijing: China Architecture & Building Press, 2013. (in Chinese))

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