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桥梁结构减隔震技术的研究 被引量:1

Study of Bridge structure Seism-Reduction-Isolation Techniques
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摘要 介绍了桥梁减隔震技术的机理、分类、适用条件以及同传统抗震设计相比采用隔震技术的特点,并给出了一个工程实例来说明该技术的作用。 The paper introduces mechanism for bridge seism - reduction - isolution techniques, its classification, adaptable conditions as well as its characteristics by contast to traditional antiseismic design and shows the role of present techniques by example of one engineering.
作者 邵楠楠
出处 《北方交通》 2009年第6期115-117,共3页 Northern Communications
关键词 减隔震 抗震 抗震设计 减隔震技术 Seism reduction - isolation Antiseismic Anti - seismic design Seism - reduction - isolation
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  • 1范立础,袁万城.桥梁橡胶支座减、隔震性能研究[J].同济大学学报(自然科学版),1989,17(4):447-455. 被引量:59
  • 2周云,刘季.加劲阻尼装置在建筑抗震中的应用[J].工程抗震,1997(1):34-38. 被引量:10
  • 3周福霖.工程结构减震控制[M].北京:地震出版社,1996..
  • 4MJN普瑞斯特雷.桥梁抗震设计与加固[M].北京:人民交通出版社,1997..
  • 5Maktis N, Zhang J.Stmctural Characterization and Seis-mic Response Analysis of a Highway Over-crossing Equipped with Elastomeric Beatings and Fluld Dampers: A Case Study [R] . California U.S.A: UCB/PEER, 2002.
  • 6Lin W H, Chopra Anil K.Eatlhquake Response of Elastic SDF System with Non-linear Fluid Viscous Dampers [J] .Earth-quake Engineering and Structural. Dynamics, 2002, 31: 1623- 1642.
  • 7Pekcan G, Mander JB, Chen SS. Fundamental Considerations for the Design of Non-linear Viscous Dampers [ J ] . Earthquake Eng- ineering and Structural. Dynamics, 1999, 28:1405 - 1425.
  • 8Chopra Anil K. Dynamics of Structures: Theory and Applications to Earthquake Engineering [M] .Prentice-Hall: Englewood Cliffs, NJ,1995.
  • 9Buckle I G, Mayes R L. Seismic isolation history: application and performance-a world review [J]. Earthquake Spectra,1990, 6 (2): 181-201
  • 10Albert P., Marco M. Seismic isolation of bridges in Italy [J].Bulletin of the New Zealand National Society for Earthquake Engineering, 1992, 25 (3): 193-202

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