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

ZHANG Jin; WANG Li-jun; YANG Lyu-lei; GONG Min-feng

doi:10.13206/j.gjgS22121903

Volume 38 Issue 1

Jan. 2023

Turn off MathJax

Article Contents

Article Navigation > STEEL CONSTRUCTION(Chinese & English) > 2023 > 38(1): 37-65

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

Citation:

PDF( 12528 KB)

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

doi: 10.13206/j.gjgS22121903

1. School of Civil Engineering, Southeast University, Nanjing 210096, China;
2. ARTS Group Co., Ltd., Suzhou 215123, China;
3. Huachengboyuan Engineering Technology Group Co., Beijing 100052, China

Received Date: 2022-12-19
Publish Date: 2023-01-25

Abstract

Abstract

The current seismic design method in China based on Code for Seismic Design of Buildings(GB 50011-2010), referred to as the prescriptive design method, inadequately considers the variations in ductility among different structural systems, impeding the recognition of the superior anti-seismic ductility of steel structures. Moreover, with the challenges in promptly updating codes to align with the development and application of new materials and technologies, it is essential to develop performance-based seismic design(PBSD) methods. This paper provides a comprehensive comparative analysis of the PBSD methods outlined in domestic codes, as well as the issues associated with their implementation. Drawing on international advanced PBSD concepts and existing engineering experience, an improved PBSD method for steel structures is proposed. The proposed method comprehensively addresses the design process, establishment of performance objectives, analysis methods, and performance evaluation, offering a robust framework for the seismic design of steel structures. It presents an alternative to the traditional prescriptive design method and provides increased flexibility, allowing for its application to various high ductility structures and new structural systems. This method can be also extended to other types of structural analysis such as those involving, wind, fire, corrosion and comfort. To further enhance the performance design process of steel structures throughout their full life cycle, numerical simulation calculations are recommended as a fundamental tool for various performance designs. While the proposed method shows promise in enabling positive outcomes for steel structures and promoting their application and development.
- steel structure,
- performance-based seismic design,
- elastoplastic analysis,
- performance evaluation,
- full life cycle

FullText(HTML)

References(60)

References

[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)