工程结构抗震设计理论研究与探讨
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摘要
全面系统地总结了国内外结构抗震设计研究的内容、特点和现状。重点从结构地震反应理论和土-结构共同作用两方面指出了目前研究中存在的缺陷和不足;从静力分析、反应谱法和动力分析方法探讨了现阶段的结构地震反应理论;此外,还探讨了现阶段土-结构相互作用的研究方法和研究方向。最后,本文针对我国颁布的多部行业抗震设计规范进行了比较,提出了统一抗震设计方法和参数取值的观点,为今后新的抗震设计规范的编制工作提供理论依据。
This paper summed up the content,characteristics and status of the anti-seismic design home and abroad comprehensively and systematically.The structure seismic response theory and the soil-structure interaction effect are both discussed in this paper to point out the defects and deficiencies of current research.In structure seismic response theory,static analysis,response spectrum and dynamic analysis method are discussed.In soil-structure interaction,the research method and research trend are discussed.In the end of this paper,some seismic design codes of different industry are compared,and unified seismic design methods and parameters value are proposed.The discussion in this paper provides a theoretical basis for the modification of new seismic code.
This paper summed up the content,characteristics and status of the anti-seismic design home and abroad comprehensively and systematically.The structure seismic response theory and the soil-structure interaction effect are both discussed in this paper to point out the defects and deficiencies of current research.In structure seismic response theory,static analysis,response spectrum and dynamic analysis method are discussed.In soil-structure interaction,the research method and research trend are discussed.In the end of this paper,some seismic design codes of different industry are compared,and unified seismic design methods and parameters value are proposed.The discussion in this paper provides a theoretical basis for the modification of new seismic code.
引文
[1]胡聿贤.地震工程学[M].北京:地震出版社,1988Hu Yu-xian.Earthquake Engineering[M].Beijing:Earthquake Press,1988(in Chinese)
[2]M.J.N.普瑞斯特雷,F.赛勃勒,等著,袁万城,等译.桥梁抗震设计与加固[M].北京:人民交通出版社,1997M.J.N Spritit,F.Saiboler,et al.Bridge Seismic Design andReinforcement[M].Beijing:People’s CommunicationPress,1997(in Chinese)
[3]肖明葵,严涛,王耀伟,等.弹塑性反应谱研究综述[J].重庆建筑大学学报,1999,10(5)Xiao Ming-kui,Yan Tao,Wang Yao-wei,et al.A Reviewand Analysis of Seismic Response Spectra of Elastic-PlasticStructures[J].Journal of Chongqing Jianzhu University,1999,10(5)(in Chinese)
[4]GB50011-2001,建筑抗震设计规范[S]GB50011-2001,Code for Seismic Design of Buildings[S](inChinese)
[5]何浩祥,李宏男.基于规范弹性反应谱建立需求谱的方法[J].世界地震工程,2002,9(3)He Hao-xiang,Li Hong-nan.A method for establishingdemand spectra based on elastic spectra of seismic designcode for buildings[J].World Information on EarthquakeEngineering,2002,9(3)(in Chinese)
[6]陈伯望,孟茁超.结构地震反应分析方法的对比研究[J].湖南城市学院学报,2003,11(6)Chen Bo-wang,Meng Zhuo-chao.Comparison research ofmethods for structure seismic response analysis[J].Journalof Hunan City University,2003,11(6)(in Chinese)
[7]杨光.地震反应谱理论与实践[J].岩土工程师,1994,2(1)Yang Guang.Theory and practice of seismic responsespectrum[J].Geotechnical Engineer,1994,2(1)(inChinese)
[8]孙福梁,彭克中.地震动反应谱研究的国内外现状Sun Fu-liang,Peng Ke-zhong.Research state of seismicresponse spectrum.(in Chinese)
[9]弓俊青,朱唏.一种以位移为基础的抗震设计方法Earthquake Resistant Engineering and Retrofitting August 2009[J].包头钢铁学院学报,2000,6(2)Gong Jun-qing,Zhu Xi.A displacement-based seismicdesign method[J].Journal of Baotou University of Iron andSteel Technology,2000,6(2)(in Chinese)
[10]胡冗冗,王亚勇.地震动瞬时能量与结构最大位移反应关系研究[J].建筑结构学报,2000,2(1)Hu Rong-rong,Wang Ya-yong.A Study on Relation ofInstantaneous Energy of Earthquake Strong Motion andMaximum Displacement Response of Structures[J].Journalof Building Structures,2000,2(1)(in Chinese)
[11]钱稼茹,罗文斌.静力弹塑性分析:基于性能/位移抗震设计的分析工具[J].建筑结构,2000,6(6)Qian Jia-ru,Luo Wen-bin.Static pushover analysis-ananalytical tool for performance/displacement based seismicdesign[J].Building Structure,2000,6(6)(in Chinese)
[12]王亚勇.关于设计反应谱、时程分析法和能量方法的探讨[J].建筑结构学报,2000,2(1)Wang Ya-yong.A Review of Seismic Response Spectra,Time History Analysis and Energy Method[J].Journal ofBuilding Structures,2000,2(1)(in Chinese)
[13]韦晓,王君杰,袁万城,范立础.桥梁抗震设计规范实用功率谱[J].同济大学学报(自然科学版),2000,(1)Wei Xiao,Wang Jun-jie,Yuan Wan-cheng,et al.Applicable Power Spectral Density Functions for SeismicDesign Code of Bridge[J].Journal of Tongji University,2000,(1)(in Chinese)
[14]陶能付,章在墉.地震动持续时间在抗震设计中的应用[J].同济大学学报(自然科学版),1996,8(4)Tao Neng-fu,Zhang Zai-yong.The application ofearthquake sustained time in seismic design[J].Journal ofTongji University,1996,8(4)(in Chinese)
[15]刘大海,杨翠如,钟锡根.高层建筑抗震设计[M].北京:中国建筑工业出版社,1996Liu Da-hai,Yang Cui-ru,Zhong Xi-gen.Seismic Designfor Tall Buildings[M].Beijing:China Architecture BuildingPress,1996(in Chinese)
[16]沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000Shen Ju-min,Zhou Xi-yuan,Gao Xiao-wang,et al.SeismicEngineering[M].Beijing:China Architecture BuildingPress,2000(in Chinese)
[17]蒋建国,周绪红,邹银生,等.土—结构动力相互作用研究的发展历程及展望[J].岩土工程界,2001(6)Jiang Jian-guo,Zhou Xu-hong,Zou Ying-sheng,et al.Development and prospect of soil-structure dynamicinteraction[J].Geological Exploration For Non-ferrousMetals,2001(6)(in Chinese)
[18]叶爱君,范立础.桥梁抗震[M].北京:人民交通出版社,2002Ye Ai-jun,Fan Li-chu.Bridge Seismic Design[M].Beijing:People Communication Press,2002(in Chinese)
[19]JTJ004-89,公路工程抗震设计规范[S]JTJ004-89,Code for seismic design of road engineering[S](in Chinese)
[20]陶能付,章在墉,李文艺.概率一致反应谱的长周期外延[J].地震工程与工程振动,1995,6(2)Tao Neng-fu,Zhang Zai-yong,Li Wen-yi.Long-periodextension for the probability of consistent response spectrum[J].Journal of Earthquake Engineering and EngineeringVibration,1995,6(2)(in Chinese)
[21]韦晓,袁万城,王志强,等.关于桥梁抗震设计规范反应谱若干问题[J].同济大学学报(自然科学版),1999,4(2)Wei Xiao,Yuan Wan-cheng,Wang Zhi-qiang,et al.SomeProblems on Aseismic Design Code Response Spectrum forBridges[J].Journal of Tong-ji University,1999,(2)(inChinese)
[22]杨玉民,胡勃,袁万城.基于位移反应谱的连续梁桥抗震设计简化方法[J].同济大学学报,1999,4(2)Yang Yu-min,Hu Bo,Yuan Wan-cheng.Displacementresponse spectrum based simplified method for continuousbeam bridge seismic design[J].Journal of Tong-jiUniversity,1999,(2)(in Chinese)
[23]周云,徐彤,周福霖.抗震与减震结构的能量分析方法研究与应用[J].地震工程与工程振动,1999,12(4)Zhou Yun,Xu Tong,Zhou Fu-lin.Research andapplication of aseismic analysis based on energy method.Journal of Earthquake Engineering and EngineeringVibration,1999,4(2)(in Chinese)
[24]王亚勇.我国2000年抗震设计模式规范展望[J].建筑结构,1999,(6)Wang Ya-yong.Prospects for the model code for Year 2000for seismic design of building in China[J].BuildingStructure,1999,(6)(in Chinese)
[2]M.J.N.普瑞斯特雷,F.赛勃勒,等著,袁万城,等译.桥梁抗震设计与加固[M].北京:人民交通出版社,1997M.J.N Spritit,F.Saiboler,et al.Bridge Seismic Design andReinforcement[M].Beijing:People’s CommunicationPress,1997(in Chinese)
[3]肖明葵,严涛,王耀伟,等.弹塑性反应谱研究综述[J].重庆建筑大学学报,1999,10(5)Xiao Ming-kui,Yan Tao,Wang Yao-wei,et al.A Reviewand Analysis of Seismic Response Spectra of Elastic-PlasticStructures[J].Journal of Chongqing Jianzhu University,1999,10(5)(in Chinese)
[4]GB50011-2001,建筑抗震设计规范[S]GB50011-2001,Code for Seismic Design of Buildings[S](inChinese)
[5]何浩祥,李宏男.基于规范弹性反应谱建立需求谱的方法[J].世界地震工程,2002,9(3)He Hao-xiang,Li Hong-nan.A method for establishingdemand spectra based on elastic spectra of seismic designcode for buildings[J].World Information on EarthquakeEngineering,2002,9(3)(in Chinese)
[6]陈伯望,孟茁超.结构地震反应分析方法的对比研究[J].湖南城市学院学报,2003,11(6)Chen Bo-wang,Meng Zhuo-chao.Comparison research ofmethods for structure seismic response analysis[J].Journalof Hunan City University,2003,11(6)(in Chinese)
[7]杨光.地震反应谱理论与实践[J].岩土工程师,1994,2(1)Yang Guang.Theory and practice of seismic responsespectrum[J].Geotechnical Engineer,1994,2(1)(inChinese)
[8]孙福梁,彭克中.地震动反应谱研究的国内外现状Sun Fu-liang,Peng Ke-zhong.Research state of seismicresponse spectrum.(in Chinese)
[9]弓俊青,朱唏.一种以位移为基础的抗震设计方法Earthquake Resistant Engineering and Retrofitting August 2009[J].包头钢铁学院学报,2000,6(2)Gong Jun-qing,Zhu Xi.A displacement-based seismicdesign method[J].Journal of Baotou University of Iron andSteel Technology,2000,6(2)(in Chinese)
[10]胡冗冗,王亚勇.地震动瞬时能量与结构最大位移反应关系研究[J].建筑结构学报,2000,2(1)Hu Rong-rong,Wang Ya-yong.A Study on Relation ofInstantaneous Energy of Earthquake Strong Motion andMaximum Displacement Response of Structures[J].Journalof Building Structures,2000,2(1)(in Chinese)
[11]钱稼茹,罗文斌.静力弹塑性分析:基于性能/位移抗震设计的分析工具[J].建筑结构,2000,6(6)Qian Jia-ru,Luo Wen-bin.Static pushover analysis-ananalytical tool for performance/displacement based seismicdesign[J].Building Structure,2000,6(6)(in Chinese)
[12]王亚勇.关于设计反应谱、时程分析法和能量方法的探讨[J].建筑结构学报,2000,2(1)Wang Ya-yong.A Review of Seismic Response Spectra,Time History Analysis and Energy Method[J].Journal ofBuilding Structures,2000,2(1)(in Chinese)
[13]韦晓,王君杰,袁万城,范立础.桥梁抗震设计规范实用功率谱[J].同济大学学报(自然科学版),2000,(1)Wei Xiao,Wang Jun-jie,Yuan Wan-cheng,et al.Applicable Power Spectral Density Functions for SeismicDesign Code of Bridge[J].Journal of Tongji University,2000,(1)(in Chinese)
[14]陶能付,章在墉.地震动持续时间在抗震设计中的应用[J].同济大学学报(自然科学版),1996,8(4)Tao Neng-fu,Zhang Zai-yong.The application ofearthquake sustained time in seismic design[J].Journal ofTongji University,1996,8(4)(in Chinese)
[15]刘大海,杨翠如,钟锡根.高层建筑抗震设计[M].北京:中国建筑工业出版社,1996Liu Da-hai,Yang Cui-ru,Zhong Xi-gen.Seismic Designfor Tall Buildings[M].Beijing:China Architecture BuildingPress,1996(in Chinese)
[16]沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000Shen Ju-min,Zhou Xi-yuan,Gao Xiao-wang,et al.SeismicEngineering[M].Beijing:China Architecture BuildingPress,2000(in Chinese)
[17]蒋建国,周绪红,邹银生,等.土—结构动力相互作用研究的发展历程及展望[J].岩土工程界,2001(6)Jiang Jian-guo,Zhou Xu-hong,Zou Ying-sheng,et al.Development and prospect of soil-structure dynamicinteraction[J].Geological Exploration For Non-ferrousMetals,2001(6)(in Chinese)
[18]叶爱君,范立础.桥梁抗震[M].北京:人民交通出版社,2002Ye Ai-jun,Fan Li-chu.Bridge Seismic Design[M].Beijing:People Communication Press,2002(in Chinese)
[19]JTJ004-89,公路工程抗震设计规范[S]JTJ004-89,Code for seismic design of road engineering[S](in Chinese)
[20]陶能付,章在墉,李文艺.概率一致反应谱的长周期外延[J].地震工程与工程振动,1995,6(2)Tao Neng-fu,Zhang Zai-yong,Li Wen-yi.Long-periodextension for the probability of consistent response spectrum[J].Journal of Earthquake Engineering and EngineeringVibration,1995,6(2)(in Chinese)
[21]韦晓,袁万城,王志强,等.关于桥梁抗震设计规范反应谱若干问题[J].同济大学学报(自然科学版),1999,4(2)Wei Xiao,Yuan Wan-cheng,Wang Zhi-qiang,et al.SomeProblems on Aseismic Design Code Response Spectrum forBridges[J].Journal of Tong-ji University,1999,(2)(inChinese)
[22]杨玉民,胡勃,袁万城.基于位移反应谱的连续梁桥抗震设计简化方法[J].同济大学学报,1999,4(2)Yang Yu-min,Hu Bo,Yuan Wan-cheng.Displacementresponse spectrum based simplified method for continuousbeam bridge seismic design[J].Journal of Tong-jiUniversity,1999,(2)(in Chinese)
[23]周云,徐彤,周福霖.抗震与减震结构的能量分析方法研究与应用[J].地震工程与工程振动,1999,12(4)Zhou Yun,Xu Tong,Zhou Fu-lin.Research andapplication of aseismic analysis based on energy method.Journal of Earthquake Engineering and EngineeringVibration,1999,4(2)(in Chinese)
[24]王亚勇.我国2000年抗震设计模式规范展望[J].建筑结构,1999,(6)Wang Ya-yong.Prospects for the model code for Year 2000for seismic design of building in China[J].BuildingStructure,1999,(6)(in Chinese)
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