大型火电厂主厂房纵向框架—消能支撑结构抗震性能研究
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摘要
本次试验研究以某大型火电厂钢筋混凝土结构主厂房纵向框架—抗震支撑结构体系为原型，以伪静力联机加载模型试验和静力弹塑性有限元分析为基础，研究了大型火电厂钢筋混凝土结构主厂房纵向框架—消能支撑(抗震支撑)结构体系的抗震性能问题。主要内容有：1)铅挤压消能器的变形能力和消能能力及其相应的恢复力本构模型；2)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系在地震作用下的破坏全过程、抗震破坏机理、主要受力特点及其相应的内力分布和转移规律；3)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系在地震作用下的薄弱环节与薄弱部位；4)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系中框架与消能支撑(抗震支撑)之间的共同工作以及地震作用在框架和消能支撑(抗震支撑)之间的主要分配规律；5)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系的整体变形特点及其各构件的局部变形特点；6)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系的承载力、延性和滞回性能以及框架与消能支撑(抗震支撑)之间的消能能力分布规律；7)钢筋混凝土纵向框架—消能支撑结构体系的优化设计问题；8)原型结构的抗震承载力和变形能力分析；9)钢筋混凝土纵向框架—消能支撑(抗震支撑)结构体系的抗震设计方法及其相应的抗震构造措施；10)钢筋混凝土纵向框架—消能支撑结构体系与普通抗震支撑结构体系抗震性能的比较等，提出了一些新的抗震设计理论和方法，得出了许多有新意的结论和概念，为我国抗震设计规范的修订与完善提供了理论和试验验依据。
Adopting the longitudinal seismic braced frame structures of the power factory as a experimental rototype, and based on the pseudo-static model test and the analysis of the static elastic-plastic finite lement method, this paper introduces the seismic behavior of the longitudinal energy-dissipation raced or seismic braced frame structure systems of the power factory. The main contents of the report ; listed as follow. (1) The deformation ability, energy-dissipation ability and corresponding restoring wee constitutive relations of the lead extrusion dampers are analysized. (2) The whole failure process, le seismic failure mechanism, the internal forces properties and the corresponding laws for the istribution and transfer of internal forces of the longitudinal energy-dissipation braced or seismic raced frame structure systems under seismic action are investigated. (3) The weak parts of the mgjtudinal energy-dissipation braced or seismic braced frame structure systems under seismic action re judged. (4) The in
teracting behavior as well as the pattern for the allocation of the seismic action etween the frame and energy-dissipation braced or seismic braced are uncovered. (5) The properties of le integral deformation and the member' local deformation are approached. (6) The load-carrying apacity, ductility, the hysteretic behavior and the distribution pattern of the energy-dissipate capacity etween the frame and the energy-dissipation or seismic braced of the longitudinal energy-dissipation or sismic braced frame structures are researched. (7) The optimize design of the longitudinal nergy-dissipation or seismic braced frame structures is introduced. (8) The seismic load-carrying apacity and deformation ability of the prototype structure of the large capacity power plants are studied. ?) The seismic design method and the earthquake resistant constructional measure of the longitudinal nergy-dissipation or seismic braced frame structure are put forward. (10) Through the compare of eismic behavior between the reinforced
concrete longitudinal energy-dissipation braced frame structure nd the common frame structure, some new theory and methods of seismic design are put forward, lany new conclusion and concept are gained, as well as die corresponding basis of theory and
experiment for revising the code for seismic design of building is given.
Adopting the longitudinal seismic braced frame structures of the power factory as a experimental rototype, and based on the pseudo-static model test and the analysis of the static elastic-plastic finite lement method, this paper introduces the seismic behavior of the longitudinal energy-dissipation raced or seismic braced frame structure systems of the power factory. The main contents of the report ; listed as follow. (1) The deformation ability, energy-dissipation ability and corresponding restoring wee constitutive relations of the lead extrusion dampers are analysized. (2) The whole failure process, le seismic failure mechanism, the internal forces properties and the corresponding laws for the istribution and transfer of internal forces of the longitudinal energy-dissipation braced or seismic raced frame structure systems under seismic action are investigated. (3) The weak parts of the mgjtudinal energy-dissipation braced or seismic braced frame structure systems under seismic action re judged. (4) The in
teracting behavior as well as the pattern for the allocation of the seismic action etween the frame and energy-dissipation braced or seismic braced are uncovered. (5) The properties of le integral deformation and the member' local deformation are approached. (6) The load-carrying apacity, ductility, the hysteretic behavior and the distribution pattern of the energy-dissipate capacity etween the frame and the energy-dissipation or seismic braced of the longitudinal energy-dissipation or sismic braced frame structures are researched. (7) The optimize design of the longitudinal nergy-dissipation or seismic braced frame structures is introduced. (8) The seismic load-carrying apacity and deformation ability of the prototype structure of the large capacity power plants are studied. ?) The seismic design method and the earthquake resistant constructional measure of the longitudinal nergy-dissipation or seismic braced frame structure are put forward. (10) Through the compare of eismic behavior between the reinforced
concrete longitudinal energy-dissipation braced frame structure nd the common frame structure, some new theory and methods of seismic design are put forward, lany new conclusion and concept are gained, as well as die corresponding basis of theory and
experiment for revising the code for seismic design of building is given.
引文
[1]J. Y. P. Yao. Concept of structure control. J. of the structural division, ASCE, 1972,98(7): 1567-1574
[2]周福霖．工程结构减震控制．北京：地震出版社，1997
[3]王亚勇，薛彦涛等．北京饭店等重要建筑的消能减振抗震加固设计方法．北京：建筑结构学报，Vol．22，No．2，2001
[4]Kelly, J. M., Skinner, R. I., and Heine. A. J.. Mechanisms of Energy Absorption in Special Devices for use in Earthquake-resistant Structure. Bull., N. Z. National Society for Earthquake Engineering, Vol. 5, No. 3, 1972
[5]王社良．形状记忆合金在结构控制中的应用．陕西：陕西科学技术出版社，2000
[6]中国建筑设计研究院．1976年唐山大地震房屋震害图片集．中国学术出版社，1986
[7]Kapur V, Jian J. Seismic Response of Reinforced Concrete Brace Frames[J]. Indian Concrete Joumal, Vol. 56, No. 9, 1982
[8]于安林．EK型，Y型支撑的抗震性能试验研究[J]．西安冶金建筑学院学报，Vol．22，No．3，1990
[9]贾子文等．Y型支撑钢框架耗能段滞回性能研究．西安建筑科技大学学报，Vol．33，No．4，2001
[10]易方民，高小旺等．高层建筑偏心支撑钢框架减轻地震响应分析旺．建筑科学，Vol．16，No．5，2000
[11]Zhou Yun, Liu Ji, Deng Xuesong. Experimental study on mixed steel yielding-friction energy dissipaters. The Fifth International Conference on Tall Buildings, Hong Kong, 1998
[12]王社良，黄庆华等．大型火电厂主厂房纵向框架—消能支撑结构抗震性能研究(报告)．西安建筑科技大学，西北电力设计院，2003
[13]高银鹰．基于反应谱的R．C．框架—剪力墙结构静力弹塑性有限元分析．西安建筑科技大学硕士论文，2001
[14]王威．大型火电厂纵向框架—消能减震支撑结构抗震性能与设计方法的研究．西安建筑科技大学硕士论文，2002
[15]孙香红．大型火电厂主厂房纵向消能支撑框架抗震性能试验研究．西安建筑科技大学硕士论文，2002
[16]中华人民共和国国家标准．混凝土设计规范(GBJ10-80)．北京：中国建筑工业出版社，1990
[17]中华人民共和国国家标准．建筑抗震设计规范(GBJ0011-2001)．北京：中华人民共和国建设部，国家质量监督检疫总局，2001
[18]中华人民共和国国家标准．钢结构设计规范(GBJ17-88)．北京：中国建筑工业出版社，1989
[19]中华人民共和国国家标准．建筑抗震试验方法规程(JGJ101-96)．北京：中国建筑工业出版社，1997
[20]邱法维，钱稼茹，陈志鹏．结构抗震实验方法．北京：科学出版社，2000
[21]朱伯龙．结构抗震试验．北京：地震出版社，1989
[22]刘大海，杨翠如．厂房抗震设计．中国建筑工业出版社
[23]周云等．耗能减震结构的抗震设计原则及设计方法．世界地震工程，Vol．14，No．4，Dec．1998
[24]刘季，周云等．新型摩擦耗能试验研究工程抗震，No．2，Jun．1996
[25]吴波等．安装被动耗能装置的结构的抗震设计方法．世界地震工程，Vol．14,No．4，Dec．1998
[26]包世华，方鄂华．高层建筑结构设计．清华大学出版社，1990
[27]YeYaoxian. Architectural Design and Planning for Seismic Region. Proceedings of The PRC-USA Jiont Workshop on Earthquake Disaster Mitigation Through Architecture, Urban Plamung and Engeering, edited by Prof. Ye Yaoxian and Hery Lagorio, Beijing, 1981
[28]丰定国，王社良．抗震结构设计．武汉工业大学出版社，2001
[29]洗巧玲，周福霖，成文山．框架结构框架结构消能支撑的减震优化方法．世界地震工程，Vol．15，No．2，Jun．1999
[30]刘伟庆，魏琏，丁大均．低周反复荷载作用下摩擦阻尼支撑框架的试验研究．土木工程学报，Vol．29，No．5，1996
[31]刘伟庆．摩擦耗能支撑钢筋混凝土框架结构的振动台试验研究．建筑结构学报，Vol．18，No．3，1997
[32] A pall. S. Vezina etal.. Friction Dampers for Seismic Control of Canadian Space Agency Headquarters. Earthquake Spectra, Vol. 19, No. 3, 1993
[33] A.Filiatrault. S.Cherry. Seismic Design Spectra for Friction Damped Structures. Journal of Structural Engeering, Vol. 116, No. 5, May 1990
[34]周云、刘季，双环软钢耗能器的实验研究，地震工程与工程震动，Vol．18，No．2，Jun．1998
[35]沈聚敏，钢筋砼非线性地震反应及倒塌评估，清华大学出版社
[36]梁兴文、史庆轩、童岳生：钢筋混凝土结构设计，科学技术文献出版社，1986
[37]A. T. Derecho, M..Fintel, S. K. Ghosh. Earthquake-Resistant Structure. Handbook of Concrete Engineering.
[38]童岳生，钢筋混疑土建筑结构．陕西科学出版社：
[39]过镇海．钢筋混凝土原理．清华大学出版社，1999
[40]黄本才．高层建筑结构计算与设计．同济大学出版社，1998
[41]江见鲸．钢筋混凝土结构非线性有限元分析．陕西科学技术出版社
[42] 朱伯龙，余安东．钢筋混凝土非线性全过程分析．同济大学学报，1980
[43] C. Meyer, M. S. L. Roufaiel. Analysis of damaged concrete frames for cyclic loads, Earthquake Engineering and Structure Dynamics,. Vol. 11, No. 2, 1983
[44] A. L. L. Baker. Limit-state design of reinforced concrete, 1970
[45] A, K S. hukla, T. K. Datta, Optimal use of viscoelastic dampers in building frames for seismic force, Journal of Structural Engeering, April 1999
[46] Robinson W. H.,Greenbank L. R.. An extrusion energy absorber for the protection of structures during an earthquake, Earthquake Eng. and Str. Dyn.,1976
[2]周福霖．工程结构减震控制．北京：地震出版社，1997
[3]王亚勇，薛彦涛等．北京饭店等重要建筑的消能减振抗震加固设计方法．北京：建筑结构学报，Vol．22，No．2，2001
[4]Kelly, J. M., Skinner, R. I., and Heine. A. J.. Mechanisms of Energy Absorption in Special Devices for use in Earthquake-resistant Structure. Bull., N. Z. National Society for Earthquake Engineering, Vol. 5, No. 3, 1972
[5]王社良．形状记忆合金在结构控制中的应用．陕西：陕西科学技术出版社，2000
[6]中国建筑设计研究院．1976年唐山大地震房屋震害图片集．中国学术出版社，1986
[7]Kapur V, Jian J. Seismic Response of Reinforced Concrete Brace Frames[J]. Indian Concrete Joumal, Vol. 56, No. 9, 1982
[8]于安林．EK型，Y型支撑的抗震性能试验研究[J]．西安冶金建筑学院学报，Vol．22，No．3，1990
[9]贾子文等．Y型支撑钢框架耗能段滞回性能研究．西安建筑科技大学学报，Vol．33，No．4，2001
[10]易方民，高小旺等．高层建筑偏心支撑钢框架减轻地震响应分析旺．建筑科学，Vol．16，No．5，2000
[11]Zhou Yun, Liu Ji, Deng Xuesong. Experimental study on mixed steel yielding-friction energy dissipaters. The Fifth International Conference on Tall Buildings, Hong Kong, 1998
[12]王社良，黄庆华等．大型火电厂主厂房纵向框架—消能支撑结构抗震性能研究(报告)．西安建筑科技大学，西北电力设计院，2003
[13]高银鹰．基于反应谱的R．C．框架—剪力墙结构静力弹塑性有限元分析．西安建筑科技大学硕士论文，2001
[14]王威．大型火电厂纵向框架—消能减震支撑结构抗震性能与设计方法的研究．西安建筑科技大学硕士论文，2002
[15]孙香红．大型火电厂主厂房纵向消能支撑框架抗震性能试验研究．西安建筑科技大学硕士论文，2002
[16]中华人民共和国国家标准．混凝土设计规范(GBJ10-80)．北京：中国建筑工业出版社，1990
[17]中华人民共和国国家标准．建筑抗震设计规范(GBJ0011-2001)．北京：中华人民共和国建设部，国家质量监督检疫总局，2001
[18]中华人民共和国国家标准．钢结构设计规范(GBJ17-88)．北京：中国建筑工业出版社，1989
[19]中华人民共和国国家标准．建筑抗震试验方法规程(JGJ101-96)．北京：中国建筑工业出版社，1997
[20]邱法维，钱稼茹，陈志鹏．结构抗震实验方法．北京：科学出版社，2000
[21]朱伯龙．结构抗震试验．北京：地震出版社，1989
[22]刘大海，杨翠如．厂房抗震设计．中国建筑工业出版社
[23]周云等．耗能减震结构的抗震设计原则及设计方法．世界地震工程，Vol．14，No．4，Dec．1998
[24]刘季，周云等．新型摩擦耗能试验研究工程抗震，No．2，Jun．1996
[25]吴波等．安装被动耗能装置的结构的抗震设计方法．世界地震工程，Vol．14,No．4，Dec．1998
[26]包世华，方鄂华．高层建筑结构设计．清华大学出版社，1990
[27]YeYaoxian. Architectural Design and Planning for Seismic Region. Proceedings of The PRC-USA Jiont Workshop on Earthquake Disaster Mitigation Through Architecture, Urban Plamung and Engeering, edited by Prof. Ye Yaoxian and Hery Lagorio, Beijing, 1981
[28]丰定国，王社良．抗震结构设计．武汉工业大学出版社，2001
[29]洗巧玲，周福霖，成文山．框架结构框架结构消能支撑的减震优化方法．世界地震工程，Vol．15，No．2，Jun．1999
[30]刘伟庆，魏琏，丁大均．低周反复荷载作用下摩擦阻尼支撑框架的试验研究．土木工程学报，Vol．29，No．5，1996
[31]刘伟庆．摩擦耗能支撑钢筋混凝土框架结构的振动台试验研究．建筑结构学报，Vol．18，No．3，1997
[32] A pall. S. Vezina etal.. Friction Dampers for Seismic Control of Canadian Space Agency Headquarters. Earthquake Spectra, Vol. 19, No. 3, 1993
[33] A.Filiatrault. S.Cherry. Seismic Design Spectra for Friction Damped Structures. Journal of Structural Engeering, Vol. 116, No. 5, May 1990
[34]周云、刘季，双环软钢耗能器的实验研究，地震工程与工程震动，Vol．18，No．2，Jun．1998
[35]沈聚敏，钢筋砼非线性地震反应及倒塌评估，清华大学出版社
[36]梁兴文、史庆轩、童岳生：钢筋混凝土结构设计，科学技术文献出版社，1986
[37]A. T. Derecho, M..Fintel, S. K. Ghosh. Earthquake-Resistant Structure. Handbook of Concrete Engineering.
[38]童岳生，钢筋混疑土建筑结构．陕西科学出版社：
[39]过镇海．钢筋混凝土原理．清华大学出版社，1999
[40]黄本才．高层建筑结构计算与设计．同济大学出版社，1998
[41]江见鲸．钢筋混凝土结构非线性有限元分析．陕西科学技术出版社
[42] 朱伯龙，余安东．钢筋混凝土非线性全过程分析．同济大学学报，1980
[43] C. Meyer, M. S. L. Roufaiel. Analysis of damaged concrete frames for cyclic loads, Earthquake Engineering and Structure Dynamics,. Vol. 11, No. 2, 1983
[44] A. L. L. Baker. Limit-state design of reinforced concrete, 1970
[45] A, K S. hukla, T. K. Datta, Optimal use of viscoelastic dampers in building frames for seismic force, Journal of Structural Engeering, April 1999
[46] Robinson W. H.,Greenbank L. R.. An extrusion energy absorber for the protection of structures during an earthquake, Earthquake Eng. and Str. Dyn.,1976
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