框架结构抗震性态设计分析
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摘要
首先就《建筑工程抗震性态设计通则(2004)》和现行《建筑抗震设计规范(2010)》中一些章节的关键条文进行了对比分析;其次应用PKPM软件就某四层混凝土框架结构按照《建筑抗震设计规范(2010)》的要求分别进行了重要性类别为甲、乙、丙类时的抗震设计;同时参照《建筑工程抗震性态设计通则(2004)》的规定进行了重要性类别分别为甲、乙、丙类时的抗震性态设计;最后针对各种设计结果和数据,分析探讨了采用现行规范和性态规范以及分类进行工程设计的经济性和合理性,以期能为规范的修订和设计人员进行基于性态的抗震设计提供些参考依据。
Firstly,this paper compares and analyzes some of the key provisions of General Rule for Performancebased Seismic Design of Building(2004) and the current Code for Seismic Design of Buildings(2010);Secondly,by PKPM,this paper designs a four-story concrete frame structure in accordance with the Code for Seismic Design of Buildings requirements meeting the importance of category A,B,C;At the same time,this paper designs a frame structure in accordance with the General Rule for Performance-based Seismic Design of Building requirements meeting the importance of category A,B,C;Finally,according to the final results and data,this paper analyzes and discusses the economy and rationality of engineering design with current code or performance-based code and different classification,in order to give some reference for the code revision and designers to make the performancebased seismic design.
Firstly,this paper compares and analyzes some of the key provisions of General Rule for Performancebased Seismic Design of Building(2004) and the current Code for Seismic Design of Buildings(2010);Secondly,by PKPM,this paper designs a four-story concrete frame structure in accordance with the Code for Seismic Design of Buildings requirements meeting the importance of category A,B,C;At the same time,this paper designs a frame structure in accordance with the General Rule for Performance-based Seismic Design of Building requirements meeting the importance of category A,B,C;Finally,according to the final results and data,this paper analyzes and discusses the economy and rationality of engineering design with current code or performance-based code and different classification,in order to give some reference for the code revision and designers to make the performancebased seismic design.
引文
[1]GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB 50011-2010 Code for seismic design of building[S].Beijing:China Building Industry Press,2010.(in Chinese)
[2]Okada T,HIRAISHI H,OHASHI Y,et al.A new framework for performance-based design of building structures[C]//Proceedings of the 12th World Conference on Earthquake Engineering,2000.
[3]Maffei J.Suggested improvements to performance-based seismic guidelines[C]//Proceedings of the 12th World Conference on Earthquake Engineering.2000.
[4]小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构,2000,30(6):3-9.Shunsuke Kotani.Japanese performance-based seismic design method development[J].Architectural Structure,2000,30(6):3-9.(in Chinese)
[5]Vision 2000 Committee.Performance-based engineering of building[M].Committee of the Structure Engineer Association of California.Oakland,Calf:Wiley Inc,1995.
[6]Priestley M J N.Performance based seismic design[J].Bulletin of the New Zealand Society for Earthquake Engineering,2000,33(3):325-346.
[7]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11.CHENG Gengdong,LI Gang.Some Key Problems on Performance-based Seismic Design[J].Journal of Building Structures,2000.(in Chinese)
[8]Ghobarah A.Performance-based design in earthquake engineering:state of development[J].Engineering Structures,2001,23(8):878-884.
[9]Whittaker A,Constantinou M,Tsopelas P.Displacement estimates for performance-based seismic design[J].Journal of Structural Engineering,1998,124(8):905-912.
[10]谢礼立,王亚勇,王孝信,等.建筑工程抗震性态设计通则(试用)[S].北京:中国计划出版社,2004.XIE Lili,WANG Yayong,WANG Xiaoxin,et al.General rule for performance-based seismic design of building(trial)[S].Beijing:China Planning Press,2004.(in Chinese)
[11]吕西林,章红梅.对《建筑工程抗震性态设计通则(试用)》的评述[J].地震工程与工程振动,2005,25(4):180-186.LV Xilin,ZHANG Hongmei.The commentary of"General rule for performance-based seismic design of building(trial)"[J].Journal of Earthquake Engineering and Engineering Vibration,2005,25(4):180-186.(in Chinese)
[12]潘志宏,李爱群.建筑工程基于性态的抗震设计方法[J].工业建筑,2008,38(7):103-106.PAN Zhihong,LI Aiquan.The method of performance-based seismic design of building[J].Industrial Construction,2008,38(7):103-106.(in Chinese)
[13]UBC.Uniform Building Code[C].International Conference of Building Officials.1997.
[14]罗丹,谷学东,高夕良,等.《建筑抗震设计规范》设计方法相关问题的讨论[J].四川建筑,2011,31(4):163-165.LUO Dan,GU Xuedong,GAO Xiliang et al.The discussion of related issues of"Code for seismic design of building"design methodology[J].Sichuan Building,2011,31(4):163-165.(in Chinese)
[15]建筑结构设计资料集(5),《建筑抗震设计规范》与《建筑工程抗震性态设计通则》的比较[M].北京:中国建筑工业出版社,2010.Structural design data set(5),The comparison of"Code for seismic design of building"and"General rule for performance-based seismic design of building"[M].Beijing:China Building Industry Press,2010.(in Chinese)
[16]陈岱林.多层及高层建筑结构空间有限元分析与设计软件(墙元模型)SATWE用户手册及技术条件[M].北京:中国建筑科学研究院,2010.CHEN Dailin.The user manuals and technical conditions of multilayer and high-rise building structure finite element analysis and design software(wall element model)SATWE[M].Beijing:China Academy of Building Research,2010.(in Chinese)
[17]中国地震动参数区划图(征求意见稿)[S],2012.Seismic ground motion parameters zonation map of China(draft)[S].2012.(in Chinese)
[18]GB50223-2008建筑工程抗震设防分类标准[S].GB50223-2008 Standard for Classification of Seismic Protection of Building Constructions[S].(in Chinese)
[2]Okada T,HIRAISHI H,OHASHI Y,et al.A new framework for performance-based design of building structures[C]//Proceedings of the 12th World Conference on Earthquake Engineering,2000.
[3]Maffei J.Suggested improvements to performance-based seismic guidelines[C]//Proceedings of the 12th World Conference on Earthquake Engineering.2000.
[4]小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构,2000,30(6):3-9.Shunsuke Kotani.Japanese performance-based seismic design method development[J].Architectural Structure,2000,30(6):3-9.(in Chinese)
[5]Vision 2000 Committee.Performance-based engineering of building[M].Committee of the Structure Engineer Association of California.Oakland,Calf:Wiley Inc,1995.
[6]Priestley M J N.Performance based seismic design[J].Bulletin of the New Zealand Society for Earthquake Engineering,2000,33(3):325-346.
[7]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11.CHENG Gengdong,LI Gang.Some Key Problems on Performance-based Seismic Design[J].Journal of Building Structures,2000.(in Chinese)
[8]Ghobarah A.Performance-based design in earthquake engineering:state of development[J].Engineering Structures,2001,23(8):878-884.
[9]Whittaker A,Constantinou M,Tsopelas P.Displacement estimates for performance-based seismic design[J].Journal of Structural Engineering,1998,124(8):905-912.
[10]谢礼立,王亚勇,王孝信,等.建筑工程抗震性态设计通则(试用)[S].北京:中国计划出版社,2004.XIE Lili,WANG Yayong,WANG Xiaoxin,et al.General rule for performance-based seismic design of building(trial)[S].Beijing:China Planning Press,2004.(in Chinese)
[11]吕西林,章红梅.对《建筑工程抗震性态设计通则(试用)》的评述[J].地震工程与工程振动,2005,25(4):180-186.LV Xilin,ZHANG Hongmei.The commentary of"General rule for performance-based seismic design of building(trial)"[J].Journal of Earthquake Engineering and Engineering Vibration,2005,25(4):180-186.(in Chinese)
[12]潘志宏,李爱群.建筑工程基于性态的抗震设计方法[J].工业建筑,2008,38(7):103-106.PAN Zhihong,LI Aiquan.The method of performance-based seismic design of building[J].Industrial Construction,2008,38(7):103-106.(in Chinese)
[13]UBC.Uniform Building Code[C].International Conference of Building Officials.1997.
[14]罗丹,谷学东,高夕良,等.《建筑抗震设计规范》设计方法相关问题的讨论[J].四川建筑,2011,31(4):163-165.LUO Dan,GU Xuedong,GAO Xiliang et al.The discussion of related issues of"Code for seismic design of building"design methodology[J].Sichuan Building,2011,31(4):163-165.(in Chinese)
[15]建筑结构设计资料集(5),《建筑抗震设计规范》与《建筑工程抗震性态设计通则》的比较[M].北京:中国建筑工业出版社,2010.Structural design data set(5),The comparison of"Code for seismic design of building"and"General rule for performance-based seismic design of building"[M].Beijing:China Building Industry Press,2010.(in Chinese)
[16]陈岱林.多层及高层建筑结构空间有限元分析与设计软件(墙元模型)SATWE用户手册及技术条件[M].北京:中国建筑科学研究院,2010.CHEN Dailin.The user manuals and technical conditions of multilayer and high-rise building structure finite element analysis and design software(wall element model)SATWE[M].Beijing:China Academy of Building Research,2010.(in Chinese)
[17]中国地震动参数区划图(征求意见稿)[S],2012.Seismic ground motion parameters zonation map of China(draft)[S].2012.(in Chinese)
[18]GB50223-2008建筑工程抗震设防分类标准[S].GB50223-2008 Standard for Classification of Seismic Protection of Building Constructions[S].(in Chinese)
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