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宁波招宝山大桥主桥局部拆除重建方案研究 被引量:3

Research on the Project of Partial-dismantling and Rehabilitation of the Main Bridge of Zhaobaoshan Bridge in Ningbo
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摘要 介绍了宁波招宝山大桥主桥主梁压溃事故后 。 The conditions of the researches on various alternative designs for the permanent treatment after the occurrence of the accident of buckling of the main girder of the main bridge are described. The formation process of the design project for the permanent treatment is introduced.
出处 《桥梁建设》 EI CSCD 北大核心 2001年第3期1-7,共7页 Bridge Construction
关键词 斜拉桥 预应力混凝土梁 拆除 宁波市 招宝山大桥 桥梁改建 方案比较 cable stayed bridge prestressed concrete girder disassembling bridge reinforcement bridge reconstruction project comparison
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  • 2卢树圣.现代预应力混凝土桥梁结构的新发展[J].桥梁建设,1996,26(1):41-48. 被引量:13
  • 3朱劲松,肖汝诚.基于定期检测与遗传算法的大跨度斜拉桥损伤识别[J].土木工程学报,2006,39(5):85-89. 被引量:16
  • 4林广元.韩国汉城一座桥梁的坍塌事故[J].国外桥梁,1995,(3):225-229.
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  • 8CHANG C C,CHANG T Y P,ZHANG Q W.Ambient vibration of long -span cable-stayed bridge[J].Journal of Bridge Engineering,2001,6(1):46-53.
  • 9唐祖宁,肖汝诚,许俊,等.既有预应力混凝土斜拉桥内力状态的优化调整[C]//第十六届全国桥梁学术会议论文集.长沙:2004:620-627.
  • 10HJELMSTAD K D,SHIN S.Damage detection and assessment of structures from static response[J].Journal of Engineering Mechanics,1997,123 (6):568-576.

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