期刊文献+

从设计角度谈桥梁的震害现象及应对策略 被引量:7

Discussion on Bridge Earthquake Damage Phenomena and Coping Strategy from a Design Perspective
下载PDF
导出
摘要 桥梁由于自身"头重脚轻"的构造特点在地震中容易遭受震害威胁。对已有的桥梁震害进行总结反思,有助于积累桥梁抗震设计经验和完善抗震理论。文章总结了地震中桥梁结构常见的几种震害现象,从设计角度深入分析了落梁、支座破坏、墩台破坏及梁体移位等各种震害产生的原因及以后在桥梁抗震设计应重点注意的方面。文章从理论上探讨了桥梁抗震的概念设计和分析计算方法,并指出设计中应重视和加强桥梁的箍筋设计和防落梁设计等构造措施。最后对未来桥梁抗震的发展进行了展望和建议,提出为确保高速铁路的安全可靠运营应尽快建立高速铁路桥梁震害的预警机制,积极推广减隔震技术在桥梁工程中的应用。 The bridge is easy to be destroyed in an earthquake because of its heavy superstructure and light substructure, to sum up and rethink the bridge seismic disasters is propitious to accumulate seismic design experiences and to enrich seismic theories.In this paper,some familiar earthquake disaster phenomena is summarized,and from design angle,the causes which arouse these disaster phenomena such as girder falling,bearings destruction,pier damages and beam shift as well as what should be paid attention to in bridge design from now on are analyzed at the same time.The bridge seis-mic concept design and analytical calculation methods are discussed in theory,,and the measures such as bridge stirrup design and beam falling prevention to be attached importance to and be strengthened are also indicated.At last,expecta-tion and advices are given for the development of future bridge seismic,early warning mechanism for high speed railway bridge seismic damages to be established as soon as possible in order to insure safe reliable operation of high speed rail-way is put forward,seismic mitigation and absorption technology is actively promoted in application of bridge construc-tion.
作者 冯亚成
出处 《高速铁路技术》 2014年第3期85-89,共5页 High Speed Railway Technology
基金 中国铁路总公司科技研究开发计划(2013G002-B)
关键词 桥梁震害 抗震设计 概念设计 构造措施 bridge earthquake disaster seismic design concept design construction measures
  • 相关文献

参考文献4

二级参考文献19

共引文献138

同被引文献46

  • 1李承根,高日.高速铁路桥梁减震技术研究[J].铁道建筑技术,2009(2):24-29. 被引量:8
  • 2卢桂臣,胡雷挺.西堠门大桥液体粘滞阻尼器参数分析[J].世界桥梁,2005,33(2):43-45. 被引量:31
  • 3GB50111-2006.铁路工程抗震设计规范[S].2006.
  • 4徐升桥 (S).铁路桥梁罕遇地震设计研究.铁道工程学报,2008,.
  • 5中国地震局地质研究所.川藏铁路拉萨至林芝段工程沿线断裂活动性评价及地震动参数区划报告[R].北京:中国地震局地质所,2013.
  • 6Howard Hwang, Liu Jingbo, Chiu Yihuei. Seismic Fragility Analysis of Highway Bridges [ R ]. Mid - America Earthquake Center Technical Re - port, MAEC - RR -4 Project,2001.
  • 7Pan Y, Agrawal A K, Ghosn M. Seismic Fragility of Continuous Steel Highway Bridges in New York State [J].J. Bridge Eng. 2007(6):689-699.
  • 8Silvia Mazzoni, Frank Mckenna, Michael H. Open System for Earthquake Engineering Simulation User Manual[ M]. Pacific Earthquake Engineering Research Center, University of California, Berkeley ,2005.
  • 9徐永利.长联连续梁桥制动力分配的非线性有限元分析[J].兰州交通大学学报,2008,27(3):13-17. 被引量:2
  • 10王东升,郭迅,孙治国,孟庆利,于德海,李晓莉.汶川大地震公路桥梁震害初步调查[J].地震工程与工程振动,2009,29(3):84-94. 被引量:129

引证文献7

二级引证文献28

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