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钢绞线拉索式落梁防止装置设计 被引量:1

Design of Steel Strand Cable Strainer
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摘要 钢绞线拉索式落梁防止装置可在强烈地震作用下为桥梁结构提供一种安全可靠的保障,该装置具有结构紧凑、静载性能好、疲劳寿命高和锚固可靠等特点。 The steel strand cable strainer can provide a safe and reliable guarantee for bridge structure un-der severe seismic influence.Such strainer is featured by compact structure,good static load property,high fatigue life and anchoring reliability,etc.
出处 《公路交通技术》 2010年第4期71-72,76,共3页 Technology of Highway and Transport
基金 江苏徐州市地震局2009年度科研项目(XZ2009yb012)
关键词 钢绞线 拉索 整束挤压 落梁防止装置 steel strand cable full bundle extruding strainer
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参考文献6

  • 1交通部公路规划设计院.JTJ004-89公路工程抗震设计规范[S].北京:人民交通出版社,1989.
  • 2日本道路协会.关于道路桥梁的耐震设计资料[M].东京:日本道路协会,2000.
  • 3FIB. Acceptance of stay cable system using prestressing steels[M]. FIB : [S.n.], 2005.
  • 4SEC株式会社.落桥防止装置产品样本[M].东京:日本道路协会,2002.
  • 5魏洪昌.国外防止 PC 桥落梁的构造及设计[J].公路交通科技,1997,14(4):58-61. 被引量:10
  • 6朱文正,刘健新.公路桥梁防落梁系统研究现状述评[J].广州大学学报(自然科学版),2005,4(4):347-356. 被引量:13

二级参考文献69

  • 1刘健新 胡兆同.公路桥梁减震装置及设计方法研究[R].西安:长安大学,2000..
  • 2JTJ004—89.公路工程抗震设计规范[S].[S].,..
  • 3K Kawashima. Seismic Design and Retrofit of Bridge[A]. 12 WCEE[C], New Zealand, 2000.
  • 4Anagaostopoulos S A, Spiliopulos K V. An investigation of earthquake induced pounding between adjacent buildings[ J ]. Earthquake Engineering and Structural Dynamics, 1992, 21(3) : 289 - 302.
  • 5Kasai K, Jagiasi A R, Jeng V. Inelastic vibration phase theory for seismic pounding mitigation[J]. Journal of Structural Engineering, ASCE, 1996, 122(10): 1136-1159.
  • 6Penzien J. Evaluation on building separation distance required to prevent pounding during strong earthquakes[ J]. Earthquake Engineering and Structural Dynamics, 1997, 26(12) : 849 - 858.
  • 7Anagnostopoulos S A. Pounding of buildings in series during earthquakes[J]. Earthquake Engineering and .Structural Dynamics,1988, 17(6) : 443-456.
  • 8DesRoches R, Fenves G L. New design and analysis procedures for intermediate hinges in muhiple-frame brldges[A]. Rep NoUBC/EERC-97/12, Earthquake Engrg. Res. Ctr. [C]. University of California, Berkeley, Calif.
  • 9Saiidi M, Maragakis E, Feng S. Parameters in bridge restrainer design for seismic retrofit[Jl. J Struct Engrg, ASCE, 1996, 122(1): 51-61.
  • 10Vlassis, Anastasios G. Update on analytical and experimental research on bridge restrainers[J]. Transp Res Rec, 1996, 177(2) :132- 138.

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