期刊文献+

地震作用下桥梁伸缩缝两侧质量比碰撞分析研究

下载PDF
导出
摘要 伸缩缝是为适应材料因温度等因素的变化而产生的胀缩变形对结构的影响,而在结构的两端设置的间隙。地震作用下在桥梁伸缩缝处易发生碰撞造成桥梁破坏。本文通过调整伸缩缝作用两侧质量比的不同,研究其碰撞反应机理。
作者 杨波 王昊
出处 《科技资讯》 2010年第17期87-87,共1页 Science & Technology Information
  • 相关文献

参考文献3

二级参考文献33

  • 1李建中,范立础.非规则梁桥纵向地震反应及碰撞效应[J].土木工程学报,2005,38(1):84-90. 被引量:66
  • 2李忠献,岳福青.城市桥梁地震碰撞反应研究与发展[J].地震工程与工程振动,2005,25(4):91-98. 被引量:35
  • 3M J N Priestley, F Seible, G M Galvi. Seismic design and retrofit of bridges[M]. John Wiley & Sons, Inc. 1996.
  • 4Hall John F. Northridge earthquake of January 17, 1994 reconnaissance report[J]. Earthquake Spectra, 1995, 11:1-514.
  • 5H Otsuka, S Unjoh, T Terayama, J Hoshikuma, K Kosa.Damage to highway bridges by 1995 Hyogoken Nanbu earthquake and the retrofit of highway bridges in Japan[R]. 3rd U.S.-Japan Workshop on Seismic Retrofit of Bridges, 1996.
  • 6Lindell Michael K, Perry Ronald W. Earthquake impacts and hazard adjustment by acutely hazardous materials facilities following the Northridge earthquake[J].Earthquake Spectra, 1998, 14: 285-299.
  • 7.上海市莘庄立交工程抗震性能评估[Z].同济土木工程防灾重点国家实验室,2001..
  • 8Bruce F Maison, Kazuhiko Kasai. Dynamics of pounding when two buildings collide[J]. Earthquake Engineering and Structural Dynamics, 1992, 21: 771-786.
  • 9Stavros A Anagnostopoulos, Konstantinos V Spiliopoulos. An investigation of earthquake induced pounding between adjacent buildings[J]. Earthquake Engineering and Structural Dynamics, 1992, 21:289-302.
  • 10Fenvws G L, Desroches R. Evaluation of the response of Ⅰ-10/215 interchange bridge near San Bernardino in the 1992 Landers and Big Bear earthquakes[R]. Rep. No.CSMIP/95-02, California Strong Motion Instrumentation Program, Sacramento, Calif, 1995.

共引文献63

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部