隔震结构的研究概况和主要问题
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摘要
简要概括了国内外隔震技术的应用发展状况。系统总结、评述了隔震结构若干方向的研究进展,包括隔震结构的非线性地震反应分析和非线性动力学性态分析、可靠度分析、优化设计、系统识别、试验研究等内容。指出了隔震技术发展中需要解决的几个主要问题,例如新型隔震元件、隔震体系的开发,隔震结构的经济可行性分析,与隔震技术发展相适应的设计、施工规范等。最后在结束语中探讨了隔震设计与基于功能的设计、分灾设计等结构抗震设计思想的关系。
The applications of seismic isolation technology in China and abroad are reviewed in the paper, including the nonlinear seismic response analysis and nonlinear dynamics analysis, reliability analysis, optimal design, system identification, experimental research of base-isolated structures. And several major problems to be solved in the future are proposed, for example, the development of novel seismic isolators and systems, the economical feasibility analysis, and the design and construction standards and codes. Finally, the relationship among the base-isolated design, the performance based seismic design and damage-reduction seismic design is discussed.
The applications of seismic isolation technology in China and abroad are reviewed in the paper, including the nonlinear seismic response analysis and nonlinear dynamics analysis, reliability analysis, optimal design, system identification, experimental research of base-isolated structures. And several major problems to be solved in the future are proposed, for example, the development of novel seismic isolators and systems, the economical feasibility analysis, and the design and construction standards and codes. Finally, the relationship among the base-isolated design, the performance based seismic design and damage-reduction seismic design is discussed.
引文
1 Naeim F, Kelly J M. Design of Seismic Isolated Structures:from Theory to Practice. New York: John Wiley and Sons Inc, 1999
2 Skinner R I, Robinson W H, McVerry G H. An Introduction to Seismic Isolation. New York: John Wiley and Sons Inc,1993(谢礼立,周雍年,赵兴权译.工程隔震概论.北京:地震出版社,1996)
3 唐家祥,刘再华.建筑结构基础隔震.武汉:华中理工大学出版社,1993
4 武田寿一.建筑隔震、防振与控振.纪晓惠,陈良,鄢宁译.北京:中国建筑工业出版社,1997
5 日本免震构造协会.图解隔震结构入门.叶列平译.北京:科学出版社,OHM社,1998
6 范立础,王志强.桥梁减隔震设计.北京:人民交通出版社,2001
7 周锡元,阎维明,杨润林.建筑结构的隔震、减震和振动控制.建筑结构学报,2002,23(2) :2～12,26
8 苏经宇,曾德民.我国建筑结构隔震技术的研究和应用.地震工程与工程振动,2001,21(4) :94～101
9 侯宝隆.日本隔震技术的新发展与控震技术的实际应用.工业建筑,2000,30(11) :74,78
10 杨迪雄.空间非对称框架结构的控震研究:[硕士论文].西安:西安理工大学,2000
11 Nagrajaiah S, Reinhorn M, Constantinou M C. Torsional coupling in sliding base-isolated structures. ASCE Journal of Structural Engineering, 1993, 119(1) : 130～149
12 Jangid R S, Datta T K. Seismic response of torsionally coupled structure with elasto-plastic base isolation. Engineering Structures, 1994, 16(4) : 256～262
13 Jangid R S. Seismic response of an asymmetric base isolated structure. Computers and Structures, 1996, 60(2) : 261～267
14 Jangid R S, Datta T K. Nonlinear response of torsionally coupled base isolated structure. ASCE Journal of Structural Engineering, 1994, 120(1) : 1～22
15 Jangid R S, Datta T K. The stochastic response of asymmetric base isolated buildings. Journal of Sound and Vibration,1995, 179(3) : 463～473
16 Yang Y B, Huang W H. Equipment-structure interaction considering the effect of torsion and base isolation. Earthquake Engineering and Structural Dynamics, 1998, 27:155～171
17 Jangid R S, Kelly J M. Torsional displacements in base-isolated buildings. Earthquake Spectra, 2000, 16(2) :443～454
18 Ryan K L, Chopra A K. Approximate analysis methods for asymmetric plan base-isolated buildings. Earthquake Engineering and Structural Dynamics, 2002, 31(1) : 33～54
19 Al-Hussaini, Tahmeed M, Constantinou M C. Superstructure response of sliding-isolated multi-story frame structure.ASME Pressure Vessels and Piping Division, 1995, 319:129～137
20 李大望,李桂青.FPS隔震结构的水平和竖向振动响应分析.建筑结构,2000,30(7) :61～64
21 Griffith Michael C, Aiken I D, Kelly J M. Displacement control and uplift restraint for base-isolated structures. ASCE Journal of Structural Engineering, 1990, 116(4) : 1135～1148
22 Nagrajaiah S, Reinhorn M, Constantinou M C. Nonlinear dynamic analysis of 3-D base-isolated structures. ASCE Journal of Structural Engineering, 1991, 117(7) : 2035～2054
23 Ferraioli M, Malangone P. Nonlinear modeling for dynamic analysis of base-isolated structures. In: Proceedings of 11th European Conference on Earthquake Engineering, 1998, Paper No. 53
24 Ceccoli C, Mazzotti C, Savoia M. Nonlinear seismic analysis of base-isolated RC frame Structures. Earthquake Engineering and Structural Dynamics, 1999, 28: 633～653
25 Wang Y P, Liao W H, Lee C L. A state-space approach for dynamic analysis of sliding structure. Engineering Structures, 2001, 23: 790～801
26 朱东生,劳远昌,沈大元,李乔.LRB隔震桥梁的地震反应特点.工程力学,20O0,18(1) :119～125
27 樊剑,唐家祥.滑移隔震结构的动力特性及地震反应.土木工程学报,2000,33(4) :11～16
28 樊剑,唐家祥.滑移隔震结构与基坑碰撞的混吨特性.华中理工大学学报,2000,28(8) :66～68
29 冯奇,张相庭.带基础隔震器结构的Stick-slip运动模型.同济大学学报,2000,28(4) :430～433
30 Tsai H C, Kelly J M. Dynamic parameter identification for nonlinear isolation systems in response spectrum analysis.Earthquake Engineering and Structural Dynamics, 1989, 18:1119～1132
31 Huang J S. Evaluation of equivalent linear analysis methods of bridge isolation. ASCE Journal of Structural Engineering, 1996, 122(8) : 972～986
32 Chen K H, Loh C H. Simplified inelastic analysis of bridge pier considering isolation system. In: Technical Council on Lifeline Earthquake Engineering Monograph, 1999-
2 Skinner R I, Robinson W H, McVerry G H. An Introduction to Seismic Isolation. New York: John Wiley and Sons Inc,1993(谢礼立,周雍年,赵兴权译.工程隔震概论.北京:地震出版社,1996)
3 唐家祥,刘再华.建筑结构基础隔震.武汉:华中理工大学出版社,1993
4 武田寿一.建筑隔震、防振与控振.纪晓惠,陈良,鄢宁译.北京:中国建筑工业出版社,1997
5 日本免震构造协会.图解隔震结构入门.叶列平译.北京:科学出版社,OHM社,1998
6 范立础,王志强.桥梁减隔震设计.北京:人民交通出版社,2001
7 周锡元,阎维明,杨润林.建筑结构的隔震、减震和振动控制.建筑结构学报,2002,23(2) :2～12,26
8 苏经宇,曾德民.我国建筑结构隔震技术的研究和应用.地震工程与工程振动,2001,21(4) :94～101
9 侯宝隆.日本隔震技术的新发展与控震技术的实际应用.工业建筑,2000,30(11) :74,78
10 杨迪雄.空间非对称框架结构的控震研究:[硕士论文].西安:西安理工大学,2000
11 Nagrajaiah S, Reinhorn M, Constantinou M C. Torsional coupling in sliding base-isolated structures. ASCE Journal of Structural Engineering, 1993, 119(1) : 130～149
12 Jangid R S, Datta T K. Seismic response of torsionally coupled structure with elasto-plastic base isolation. Engineering Structures, 1994, 16(4) : 256～262
13 Jangid R S. Seismic response of an asymmetric base isolated structure. Computers and Structures, 1996, 60(2) : 261～267
14 Jangid R S, Datta T K. Nonlinear response of torsionally coupled base isolated structure. ASCE Journal of Structural Engineering, 1994, 120(1) : 1～22
15 Jangid R S, Datta T K. The stochastic response of asymmetric base isolated buildings. Journal of Sound and Vibration,1995, 179(3) : 463～473
16 Yang Y B, Huang W H. Equipment-structure interaction considering the effect of torsion and base isolation. Earthquake Engineering and Structural Dynamics, 1998, 27:155～171
17 Jangid R S, Kelly J M. Torsional displacements in base-isolated buildings. Earthquake Spectra, 2000, 16(2) :443～454
18 Ryan K L, Chopra A K. Approximate analysis methods for asymmetric plan base-isolated buildings. Earthquake Engineering and Structural Dynamics, 2002, 31(1) : 33～54
19 Al-Hussaini, Tahmeed M, Constantinou M C. Superstructure response of sliding-isolated multi-story frame structure.ASME Pressure Vessels and Piping Division, 1995, 319:129～137
20 李大望,李桂青.FPS隔震结构的水平和竖向振动响应分析.建筑结构,2000,30(7) :61～64
21 Griffith Michael C, Aiken I D, Kelly J M. Displacement control and uplift restraint for base-isolated structures. ASCE Journal of Structural Engineering, 1990, 116(4) : 1135～1148
22 Nagrajaiah S, Reinhorn M, Constantinou M C. Nonlinear dynamic analysis of 3-D base-isolated structures. ASCE Journal of Structural Engineering, 1991, 117(7) : 2035～2054
23 Ferraioli M, Malangone P. Nonlinear modeling for dynamic analysis of base-isolated structures. In: Proceedings of 11th European Conference on Earthquake Engineering, 1998, Paper No. 53
24 Ceccoli C, Mazzotti C, Savoia M. Nonlinear seismic analysis of base-isolated RC frame Structures. Earthquake Engineering and Structural Dynamics, 1999, 28: 633～653
25 Wang Y P, Liao W H, Lee C L. A state-space approach for dynamic analysis of sliding structure. Engineering Structures, 2001, 23: 790～801
26 朱东生,劳远昌,沈大元,李乔.LRB隔震桥梁的地震反应特点.工程力学,20O0,18(1) :119～125
27 樊剑,唐家祥.滑移隔震结构的动力特性及地震反应.土木工程学报,2000,33(4) :11～16
28 樊剑,唐家祥.滑移隔震结构与基坑碰撞的混吨特性.华中理工大学学报,2000,28(8) :66～68
29 冯奇,张相庭.带基础隔震器结构的Stick-slip运动模型.同济大学学报,2000,28(4) :430～433
30 Tsai H C, Kelly J M. Dynamic parameter identification for nonlinear isolation systems in response spectrum analysis.Earthquake Engineering and Structural Dynamics, 1989, 18:1119～1132
31 Huang J S. Evaluation of equivalent linear analysis methods of bridge isolation. ASCE Journal of Structural Engineering, 1996, 122(8) : 972～986
32 Chen K H, Loh C H. Simplified inelastic analysis of bridge pier considering isolation system. In: Technical Council on Lifeline Earthquake Engineering Monograph, 1999-
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