抗震与减震结构的能量分析方法研究与应用
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摘要
本文总结了抗震、减震结构能量分析方法的研究及其在设计中的应用情况，包括能量分析方法的概念和原理、结构能量反应方程的建立、地震动总输入能量及结构各部分能量的分析、计算方法及其影响因素，并对能量分析方法与设计方法在抗震、隔震及耗能减震结构体系中的应用做了介绍，提出了该方法在今后研究与应用中应注意的若干问题。
In this paper, the new development of structural seismic design based on energymethod is reviewed, including the conception and principle of enegy method, the formationof energy equations, the factors influencing the total input energy and response energy ofstructures. The use of energy method in seismic design of traditional structures, seismic isolation and energy dissipating structures are introduced. Then some issues and future directionsin the use of energy method for seismic design of structures are listed.
In this paper, the new development of structural seismic design based on energymethod is reviewed, including the conception and principle of enegy method, the formationof energy equations, the factors influencing the total input energy and response energy ofstructures. The use of energy method in seismic design of traditional structures, seismic isolation and energy dissipating structures are introduced. Then some issues and future directionsin the use of energy method for seismic design of structures are listed.
引文
[1] G W Housner. Limit Design of Structures to Resist Earthquake, Proc. of IWCEE, Berkeley, CA, 1956, 5.1 ~ 5.11.
[2] Kawamura H and Galambos T V, Earthquake Loads for Structural Reliability. Journal of the Structural Engineering,ASCE, Vol.115, No.6, 1989, 1446 ~ 1462
[3] Chia-Ming Uang and U U Bertero. Use of Energy as A Design Criterion in Earthquake-Resistant Design. ReportNo. UCB/EERC-88/18. Earthquake Engineering Research Center. University of California, Berkeley, 1988.
[4] Chia-Ming Uang and U U Bertero. Evaluation of Seismic Energy in Structure. Earthquake Engineering and Structural Dynamics, Vol.19, No.l, 1990, 77 ~ 90.
[5]胡聿贤著.地震工程学.地震出版社,北京:1988
[6] A. Filiatrault, P Leger and R Tinawi. On the Computation of Seismic Energy in Structure. Earthquake Engineeringand Structural Dynamics, Vol. 16, No.6, 1994, 425 - 436.
[7]黄宗明,白绍良,赖明.结构非弹性地震能量反应的分析方法.工程力学,增刊, 1994, 425— 436.
[8]白绍良,黄宗明,肖明葵.结构抗震设计的能量分析方法与研究评述.建筑结构, 1997(4) 54～ 58
[9] G W Housner, Behavior of Structures During Earthquake. Journal of the Engineering Mechanics Division, ASCE Vol.85, NO.EM4, 1959, 109 ~ 129.
[10] Kennedy, R P. Peak Acceleration As a Measure of Damage. Pro c. of 4th International Seminar on Extreme-LoadDesign of Nuclear Power Facilities, France, Aug. 1981.
[ll] Akiyama H., Earthquake Resistant Limit-State Design for Buildings, University of Tokyo Press. 1985.
[12] U U Bertero, Uang C M, Issues and Future Directions in the Use of An Energy Approach for Seismic-ResistantDesign of Structures. In: Fajfar, P. Krawinkle, H. Nonlinear Seismic Analysis nad Design of Reinforced ConcreteBuildings, Elsevier Applied Science, 1992.
[13] S L McCabe, W J Hall, Assessment of Seismic Structural Damage, Journal of Structural Engineering, ASCE, Vol.l15, No.9, 1989: 2166-2183.
[14]肖明葵,刘波,白绍良,抗震结构总输入能量及其影响因素分析,重庆建筑大学学报, Vol 18,No.2,1996:20-33.
[15]T F Zahrah, W J Hall, Earthquake Energy Absorption in SDOF Structure, Journal of Structural Engineering,ASCE, Vol. 110, No,8, 1984: 1757 ~ 1772.
[16]刘波,肖明葵,赖明.结构地震总输入能量的分配.重庆建筑大学学报,Vol.18,No.2,1996:100—109
[17]A K乔普拉著.蓝贵录译. 《结构动力学入门》,地震出版社, 1985
[18] W E McKevitt, et al. Hysteretic Energy Spectra in Seismic Design, Proc. of 7th WCEE, Vol.7, 1980.
[19] Fajfar, P., T.Fischinger, M.,Seismic Demand in Medium and Long-Period Structures, Earthquake Engineering andStructural Dynamics, Vol. 18, No.4, 1989: 1133 - 1144.
[20] Leger and S Dussault, Seismic-Energy Dissipation in Structures, Journal of Structural Engineering, Vol. 118, No.5, 1992: 1251 ~ 1269.
[21] J M Tembulker, J M Naw, Inelastic Modeling and Seismic Energy Dissipation, Journal of Structural Engineering,Vol. 113, No.6, 1987: 1373 ~ 1377.
[22]龚思礼,范学敏等.结构地震耗能特性及其在抗震设计中的应用,中国抗灾防灾论文集(1976-1986).1986:1.253-1.261
[23]顾渭建,钢筋混凝土杆系结构的耗能机理和延性设计,工业建筑,Vol.27,No 11,1997:34-38.
[24] Yashifnmi NANIYUKI and Kiyoshi HIRO, Effect of Structural and Hysteretic Characteristics on Distribution ofInput and Hysteretic Energy of MDOF System Subjected to Seismic Excition, Proc. of 9th WCEE, Vol. V, 1988.
[25] Y S Chung, C Meyer, M Shinozuka, Seismic Damage Assessment of Reinforced Concrete Members, ReportNCEER - 87 - 0022, National Center for Earthquake Engineering Research, State Unly. of New York Buffalo. 1987.
[26]崛则男,井上范夫,柴田明德著,匡忱译.考虑强震过程中能量耗散的结构损伤参数,世界地震工程,1995(3),:59-66
[27]McKevitt, W E, Anderson, D L, Nathan, N D and Cherry, S, Towards a Simple Energy Method for Seismic Designof Structures. Proc. of 2nd U.S. Nat. Conf. on Earthquake Engineering, 1979: 383-392, EERI
[28]周福霖著. 《工程结构减震控制》,地震出版社,北京: 1997.
[29]刘季,周云.结构抗震控制的研究与应用状况(上、下),哈尔滨建筑大学学报,Vol.28,No.4,1995:1-10,No. 5,1995:1-6
[30]周云,徐彤等.耗能减震技术研究及应用的新进展,地震工程与工程振动,Vol.ll9,No.2,1999:122-131
[31]周云,周福霖.耗能减震体系的能量设计法.世界地震工程,Vol.14,No.4,1997:7—13.
[32]周云,邓雪松等.耗能减震结构的抗震原则与设计方法,世界地震工程,Vol.1H4,No. 4,1998:49-56
[33] Utimate Strength and Delformation Capacity of Buildings in Seismic Design, The Architectural institute of Japan.1981.
[34] Recommendation of the Design of Based-Isolated Buildings, The Architectural Institute of Japan, 1981.
[2] Kawamura H and Galambos T V, Earthquake Loads for Structural Reliability. Journal of the Structural Engineering,ASCE, Vol.115, No.6, 1989, 1446 ~ 1462
[3] Chia-Ming Uang and U U Bertero. Use of Energy as A Design Criterion in Earthquake-Resistant Design. ReportNo. UCB/EERC-88/18. Earthquake Engineering Research Center. University of California, Berkeley, 1988.
[4] Chia-Ming Uang and U U Bertero. Evaluation of Seismic Energy in Structure. Earthquake Engineering and Structural Dynamics, Vol.19, No.l, 1990, 77 ~ 90.
[5]胡聿贤著.地震工程学.地震出版社,北京:1988
[6] A. Filiatrault, P Leger and R Tinawi. On the Computation of Seismic Energy in Structure. Earthquake Engineeringand Structural Dynamics, Vol. 16, No.6, 1994, 425 - 436.
[7]黄宗明,白绍良,赖明.结构非弹性地震能量反应的分析方法.工程力学,增刊, 1994, 425— 436.
[8]白绍良,黄宗明,肖明葵.结构抗震设计的能量分析方法与研究评述.建筑结构, 1997(4) 54～ 58
[9] G W Housner, Behavior of Structures During Earthquake. Journal of the Engineering Mechanics Division, ASCE Vol.85, NO.EM4, 1959, 109 ~ 129.
[10] Kennedy, R P. Peak Acceleration As a Measure of Damage. Pro c. of 4th International Seminar on Extreme-LoadDesign of Nuclear Power Facilities, France, Aug. 1981.
[ll] Akiyama H., Earthquake Resistant Limit-State Design for Buildings, University of Tokyo Press. 1985.
[12] U U Bertero, Uang C M, Issues and Future Directions in the Use of An Energy Approach for Seismic-ResistantDesign of Structures. In: Fajfar, P. Krawinkle, H. Nonlinear Seismic Analysis nad Design of Reinforced ConcreteBuildings, Elsevier Applied Science, 1992.
[13] S L McCabe, W J Hall, Assessment of Seismic Structural Damage, Journal of Structural Engineering, ASCE, Vol.l15, No.9, 1989: 2166-2183.
[14]肖明葵,刘波,白绍良,抗震结构总输入能量及其影响因素分析,重庆建筑大学学报, Vol 18,No.2,1996:20-33.
[15]T F Zahrah, W J Hall, Earthquake Energy Absorption in SDOF Structure, Journal of Structural Engineering,ASCE, Vol. 110, No,8, 1984: 1757 ~ 1772.
[16]刘波,肖明葵,赖明.结构地震总输入能量的分配.重庆建筑大学学报,Vol.18,No.2,1996:100—109
[17]A K乔普拉著.蓝贵录译. 《结构动力学入门》,地震出版社, 1985
[18] W E McKevitt, et al. Hysteretic Energy Spectra in Seismic Design, Proc. of 7th WCEE, Vol.7, 1980.
[19] Fajfar, P., T.Fischinger, M.,Seismic Demand in Medium and Long-Period Structures, Earthquake Engineering andStructural Dynamics, Vol. 18, No.4, 1989: 1133 - 1144.
[20] Leger and S Dussault, Seismic-Energy Dissipation in Structures, Journal of Structural Engineering, Vol. 118, No.5, 1992: 1251 ~ 1269.
[21] J M Tembulker, J M Naw, Inelastic Modeling and Seismic Energy Dissipation, Journal of Structural Engineering,Vol. 113, No.6, 1987: 1373 ~ 1377.
[22]龚思礼,范学敏等.结构地震耗能特性及其在抗震设计中的应用,中国抗灾防灾论文集(1976-1986).1986:1.253-1.261
[23]顾渭建,钢筋混凝土杆系结构的耗能机理和延性设计,工业建筑,Vol.27,No 11,1997:34-38.
[24] Yashifnmi NANIYUKI and Kiyoshi HIRO, Effect of Structural and Hysteretic Characteristics on Distribution ofInput and Hysteretic Energy of MDOF System Subjected to Seismic Excition, Proc. of 9th WCEE, Vol. V, 1988.
[25] Y S Chung, C Meyer, M Shinozuka, Seismic Damage Assessment of Reinforced Concrete Members, ReportNCEER - 87 - 0022, National Center for Earthquake Engineering Research, State Unly. of New York Buffalo. 1987.
[26]崛则男,井上范夫,柴田明德著,匡忱译.考虑强震过程中能量耗散的结构损伤参数,世界地震工程,1995(3),:59-66
[27]McKevitt, W E, Anderson, D L, Nathan, N D and Cherry, S, Towards a Simple Energy Method for Seismic Designof Structures. Proc. of 2nd U.S. Nat. Conf. on Earthquake Engineering, 1979: 383-392, EERI
[28]周福霖著. 《工程结构减震控制》,地震出版社,北京: 1997.
[29]刘季,周云.结构抗震控制的研究与应用状况(上、下),哈尔滨建筑大学学报,Vol.28,No.4,1995:1-10,No. 5,1995:1-6
[30]周云,徐彤等.耗能减震技术研究及应用的新进展,地震工程与工程振动,Vol.ll9,No.2,1999:122-131
[31]周云,周福霖.耗能减震体系的能量设计法.世界地震工程,Vol.14,No.4,1997:7—13.
[32]周云,邓雪松等.耗能减震结构的抗震原则与设计方法,世界地震工程,Vol.1H4,No. 4,1998:49-56
[33] Utimate Strength and Delformation Capacity of Buildings in Seismic Design, The Architectural institute of Japan.1981.
[34] Recommendation of the Design of Based-Isolated Buildings, The Architectural Institute of Japan, 1981.
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