留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

基于性能的钢结构抗震设计方法探讨及其改进研究

张谨 王立军 杨律磊 龚敏锋

张谨, 王立军, 杨律磊, 龚敏锋. 基于性能的钢结构抗震设计方法探讨及其改进研究[J]. 钢结构(中英文), 2023, 38(1): 37-65. doi: 10.13206/j.gjgS22121903
引用本文: 张谨, 王立军, 杨律磊, 龚敏锋. 基于性能的钢结构抗震设计方法探讨及其改进研究[J]. 钢结构(中英文), 2023, 38(1): 37-65. doi: 10.13206/j.gjgS22121903
ZHANG Jin, WANG Li-jun, YANG Lyu-lei, GONG Min-feng. Discussion and Improvement Research on Performance-Based Seismic Design Method for Steel Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(1): 37-65. doi: 10.13206/j.gjgS22121903
Citation: ZHANG Jin, WANG Li-jun, YANG Lyu-lei, GONG Min-feng. Discussion and Improvement Research on Performance-Based Seismic Design Method for Steel Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(1): 37-65. doi: 10.13206/j.gjgS22121903

基于性能的钢结构抗震设计方法探讨及其改进研究

doi: 10.13206/j.gjgS22121903
详细信息
    作者简介:

    张谨,女,1970年出生,博士研究生,研究员级高级工程师。Email:230198995@seu.edu.cn

Discussion and Improvement Research on Performance-Based Seismic Design Method for Steel Structures

  • 摘要: 国内现有基于GB 50011—2010《建筑抗震设计规范》的抗震设计方法(简称传统规范设计法)未考虑不同结构体系的延性差异,无法有效体现钢结构良好的抗震延性,且考虑到传统规范设计法难以实现快速更新以顺应新体系、新技术的发展应用,因此发展基于性能的抗震设计方法势在必行。对国内现有主要规范标准中涉及的性能化设计方法进行了对比总结,对其主要特点和应用中存在的问题进行了梳理,厘清性能化设计本质,同时参考当前国际先进的性能化设计思想,结合已有工程实践经验,对现有钢结构抗震性能化设计的改进方法进行了研究。从设计流程、性能目标设定、分析方法选择和评估标准等多方面进行了探讨,建议将性能化设计提升为与传统规范设计法并行的设计方法,从而减免规范中包括规则性要求等限制。改进方法相对现有传统规范设计法具有更高的灵活性,可应用于包括超限结构在内的各类高延性或新体系结构中。该方法的思路与理念可拓展应用于包括抗风、防火、防腐和舒适度等结构专项分析,将日渐成熟的数值仿真计算作为各类性能设计与评价的重要手段和依据,以进一步形成和完善钢结构全生命周期的性能化设计框架和流程,充分发挥钢结构的良好性能,为促进钢结构在多领域应用和发展带来积极影响。
  • [1] 中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB50011-2010(2016年版)[S].北京:中国建筑工业出版社,2016.
    [1] Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Code for seismic design of buildings:GB 50011-2010(2016 version).Beijing:China Architecture&Building Press,2016.(in Chinese)
    [2] 童根树.与抗震设计有关的结构和构件的分类及结构影响系数[J].建筑科学与工程学报,2007(3):65-75.
    [2] Tong G S.Seismic design oriented classification of structures and members and structure influence coefficient[J].Journal of Architecture and Civil Engineering,2007(3):65-75.(in Chinese)
    [3] Shi G,Hu F X,Shi Y J.Comparative study on seismic design methods for steel frames in different codes (II):strength,ductility and drift requirement[J].Building Structure,2017,47(2):7-15.(in Chinese)
    [3] 施刚,胡方鑫,石永久.各国规范钢框架结构抗震设计方法对比研究(Ⅱ):承载力、延性与侧移要求[J].建筑结构,2017,47(2):7-15.
    [4] SEAOC.A Framework for Performance-based Engineering:Vision 2000[S].California:Structural Engineering Association of California,1995.
    [4] SEAOC.A framework for performance-based engineering:Vision2000[S].California:Structural Engineering Association of California,1995.
    [5] 张鹏.多高层钢结构案例基于性能目标的抗震分析与优化[D].太原:太原理工大学,2021.
    [5] Zhang P.Seismic analysis and optimization of multi story and high rise steel structure based on performance objective[D].Taiyuan:Taiyuan University of Technology,2021.(in Chinese)
    [6] Yu X L.Seismic performance study of steel structure based on PBSD[D].Changsha:Hunan University,2017.(in Chinese)
    [6] 于晓露.基于性能的钢结构抗震设计方法研究[D].长沙:湖南大学,2017.
    [7] 中华人民共和国住房和城乡建设部.高层民用建筑钢结构技术规程:JGJ 99-2015[S].北京:中国建筑工业出版社,2002.
    [7] Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Technical specification for steel structure of tall building:JGJ 99-2015[S].Beijing:China Architecture&Building Press,2015.(in Chinese)
    [8] 中华人民共和国住房和城乡建设部.钢结构设计标准:GB50017-2017[S].北京:中国建筑工业出版社,2018.
    [8] Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Code for design of steel structure:GB50017-2017[S].Beijing:China Architecture&Building Press,2017.(in Chinese)
    [9] 谢礼立,马玉宏.现代抗震设计理论的发展过程[J].国际地震动态,2003(10):1-8.
    [9] Xie L L,Ma Y H.The development of modern seismic design theory[J].Recent Development in World Seismology,2003,(10):1-8.(in Chinese)
    [10] The European Union Per Regulation.Design of structures for earthquake resistance-part3:assessment and retrofitting of buildings:Eurocode 8[S].Brussels,Belgium:European Committee for Standardization,2005.
    [10] The European Union Per Regulation.Design of structures for earthquake resistance-part3:assessment and retrofitting of buildings:Eurocode 8[S].Brussels,Belgium:European Committee for Standardization,2005.
    [11] TBI Guidelines Working Group.Guidelines for performance-based seismic design of tall buildings:PEER Report 2017/06[R].California:Pacific Earthquake Engineering Research Center,2017.
    [11] TBI Guidelines Working Group.Guidelines for performance-based seismic design of tall buildings:PEER Report 2017/06[R].California:Pacific Earthquake Engineering Research Center,2017.
    [12] American Society of Civil Engineering.Minimum design loads and associated criteria for buildings and other structures:ASCE7-16[S].Reston Virginia:American Society of Civil Engineering,2017.
    [12] American Society of Civil Engineering.Minimum design loads and associated criteria for buildings and other structures:ASCE 7-16[S].Reston Virginia:American Society of Civil Engineering,2017.
    [13] International Code Council,Inc.2021 International building code[S].US:ICC Publications,2021.
    [13] International Code Council,Inc.2021 International building code[S].US:ICC Publications,2021.
    [14] 扶长生.抗震工程学:高层混凝土结构分析与设计[M].北京:科学出版社,2020.
    [14] Fu C S.Seismic engineering-analysis and design of tall concrete structures[M].Beijing:Science Press,2020.(in Chinese)
    [15] Ministry of Urban and Rural Construction and Environmental Protection of the People’s Republic of China.Code for seismic design of buildings:GBJ 11-89[S].Beijing:China Architecture&Building Press,1990.(in Chinese)
    [15] 中华人民共和国城乡建设环境保护部.建筑抗震设计规范:GBJ 11-89[S].北京:中国建筑工业出版社,1990.
    [16] 徐培福.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
    [16] Xu P F.Structure design of complex high-rise building[M].Beijing:China Architecture&Building Press,2005.(in Chinese)
    [17] Newmark N M,Hall W J.Earthquake spectra and design[M].Oakland California,USA:Earthquake Engineering Research Institute,1982.
    [17] Newmark N M,Hall W J.Earthquake Spectra and Design[M].Oakland,California:Earthquake Engineering Research Institute,1982.
    [18] 爱德华·L·威尔逊.结构静力与动力分析[M].北京:中国建筑工业出版社,2006.
    [18] Edward L W.Static&dynamic analysis[M].Beijing:China Architecture&Building Press,2006.(in Chinese)
    [19] 方小丹.DBJ/T 15-92-2021《高层建筑混凝土结构技术规程》的修订依据及相关问题说明[J].建筑结构学报,2021,42(9):172-188.
    [19] Fang X D.Basis and background of revision of DBJ/T 15-92-2021”Technical specification for concrete structures of tall building”[J].Journal of Building Structures,2021,42(9):172-188.(in Chinese)
    [20] Ishiyama Y.Earthquake damage and seismic code for buildings in Japan[R/OL].(2016-06-08)[2022-12-19]http://ares.tu.chiba-u.jp/peru/pdf/meeting/120817/M6_Ishiyama.pdf.
    [20] Ishiyama Y.Earthquake damage and seismic code for buildings in Japan[R/OL](2016-06-08)[2022-12-19]http://ares.tu.chiba-u.jp/peru/pdf/meeting/120817/M6_Ishiyama.pdf.
    [21] State Council of the PRC.Regulations on seismic management of building engineering:Order No.744 of the State Council of the People’s Republic of China[EB/OL].(2021-07-19)[2022-12-19]http://www.gov.cn/zhengce/content/2021-08/04/content_5629341.htm.(in Chinese)
    [21] 中华人民共和国国务院.建设工程抗震管理条例:中华人民共和国国务院令第744号[EB/OL].(2021-07-19

    )[2022-12-19]http://www.gov.cn/zhengce/content/2021-08/04/content_5629341.htm.
    [22] State Administration for Market Regulation.Standard for seismic resilience assessment of buildings:GB/T 38591-2020[S].Beijing:China Standard Press,2020.(in Chinese)
    [22] 国家市场监督管理总局.建筑抗震韧性评价标准:GB/T38591-2020[S].北京:中国标准出版社,2020.
    [23] 中国工程建设标准化协会.建筑结构抗倒塌设计标准:CECS392-2021[S].北京:中国计划出版社,2021.
    [23] China Association for Engineering Construction Standardization.Standard for anti-collapse design of building structures:T/CECS 392-2021[S].Beijing:China Planning Press,2021.(in Chinese)
    [24] FEMA.Prestandard and commentary for the seismic rehabilitation of buildings:FEMA-356[S].Washington,DC:Federal Emergency M anagement Agency,2000.
    [24] FEMA.Prestandard and commentary for the seismic rehabilitation of buildings:FEMA-356[S].Washnigton,DC:Federal Emergency Management Agency,2000.
    [25] Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Standard for classification of seismic protection of building construction:GB 50223-2008[S].Beijing:China Architecture&Building Press,2008.(in Chinese)
    [25] 中华人民共和国住房和城乡建设部.建筑工程抗震设防分类标准:GB 50223-2008[S].北京:中国建筑工业出版社,2008.
    [26] Zhang J,Shu G P,Yang D,et al.Curvature-based ductility evaluation index for flexural steel members[J/OL].(2022-09-09) Journal of Building Structures,1-11.https://kns.cnki.net/kcms2/article/abstract?v=3q6cCi6hV7M7u_8XcMP7xmu7b7FjLtNcREN4Yj0_OUYsbqnkJ4gFlpAxKdX7oKXQGDtP5xycmi70wW9_HPd53UVBZip-Tc2LxEAfxPdBmNCo3pAZ5By2Q==&uniplatform=NZKPT.(in Chinese)
    [26] 张谨,舒赣平,杨栋,等.受弯钢构件基于曲率的延性评价指标研究[J/OL].(2022-09-09)建筑结构学报,1-11.https://kns.cnki.net/kcms2/article/abstract?v=3q6

    cCi6hV7M7u_8XcMP7xmu7b7FjLtNcREN4Yj0_OUYsbqnkJ4gFlpAxKdX7oKXQGDt_P5xycmi70wW9_HPd53UVBZip-Tc2LxEAfxPdBmNCo3pAZ5By2Q==&uniplatform=NZKPT.
    [27] Zhang J,Shu G P,Yang D,et al.Estimation of deformation capacity of steel beam-columns based on strain ductility coefficient[J].Structures,2022,46:1517-1531.
    [27] Zhang J,Shu G P,Yang D,et al.Estimation of deformation capacity of steel beam-columns based on strain ductility coefficient[J].Structures,2022,46:1517-1531.
    [28] China Engineering&Consulting Association.Standard for performance-based seismic design of buildings:T/CECA 20024-2022[S].Beijing:China Building M aterials Press,2022.(in Chinese)
    [28] 中国勘察设计协会.建筑结构抗震性能化设计标准:T/CECA20024-2022[S].北京:中国建材工业出版社,2022.
    [29] Wang Z J,Xia J,Jin W L.Modified life-cycle design index system of engineering structures[J].Journal of Building Structures,2019,40(1):40-48.(in Chinese)
    [29] 王竹君,夏晋,金伟良.一种改进的工程结构全寿命设计理论指标体系[J].建筑结构学报,2019,40(1):40-48.
    [30] 钟小平,金伟良.工程结构全寿命周期设计框架研究[C]//自主创新与持续增长第十一届中国科协年会论文集(2).重庆:中国科学技术协会,2009:1144-1150.
    [30] Zhong X P,Jin W L.Research on design framework of engineering structure in whole life-cycle[C]//Independent Innovation and Sustainable Grow th:Proceedings of the 11th Annual M eeting of the China Association for Science and Technology (2).Chongqing:China Association for Science and Technology,2009:1144-1150.(in Chinese)
  • 加载中
计量
  • 文章访问数:  301
  • HTML全文浏览量:  27
  • PDF下载量:  36
  • 被引次数: 0
出版历程
  • 收稿日期:  2022-12-19
  • 刊出日期:  2023-01-25

目录

    /

    返回文章
    返回