公路桥梁地震易损性和震后恢复过程
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
采用专家调查的方式, 统计分析了我国各种主要公路桥梁在不同烈度的地震发生后可能遭受的结构破坏和功能损失, 以及地震发生后所需要的恢复时间。通过分析, 给出了大、中、小3 种规模的斜拉、悬索、板梁式和拱式桥梁的结构破坏概率矩阵、设施损失率、功能损失率分布、损失功能恢复所需要的时间和桥梁在遭受破坏期间所损失的工作日数, 并将研究结果与唐山地震之后的实际调查结果进行了对比,得到了一些有益的结果
For road bridges, the structural damage matrix, the possible communication losses, the restoration process and lost workdays after an earthquake in China are studied by Delphi method. According to bridge scale, the bridges are divided into three types: large and super large , middle and small, and according to structure type, the bridges are divided into four types: oblique - pulling bridge, suspension bridge,arch bridge and beam bridge. Totally eight types of road bridges are investigated on the above aspects. Meanwhile , the results are compared with the field investigation results after the 1976 Tangshan M 7 8 earthquake. The comparison shows that after the Tanshan earthquake in 1976, the anti - seismic ability of Chinese road bridges has been improved.
引文
1  邹其嘉, 孙振凯, 毛国敏电力系统地震易损性研究自然灾害学报, 1994 , 3 (2) : 81 ~90
    2  孙振凯, 毛国敏, 邹其嘉电力系统功能损失及震后恢复过程研究自然灾害学报, 1994 , 3 (4) : 15 ~19
    3  孙振凯, 毛国敏, 邹其嘉唐山地震公路交通系统的震害统计华南地震, 1995 , 15 (4) : 35 ~42
    4  交通部科学研究院, 公路规划设计院唐山、丰南地震公路工程地震震害初步调查报告唐山地震调查总结资料选编. 北京: 建筑工业出版社, 1997177 ~189
    5  赵国兴, 陈淮, 李杰震后城市交通系统评估与改建世界地震工程, 1996 , (3) : 6 ~10
    6   Yamada Y, Noda S,lgarashi A. Restoration process of malfunction ofroad transportation system afterseismic disaster Journal of Natural Disaster Science ,1992 , 14 (2) : 9 ~27

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心