OALib Journal期刊
ISSN: 2333-9721
费用:99美元
巴东M5.1级地震桥梁典型震害分析
DOI: 10.3969/j.issn.1674-0696.2015.02.05 , PP. 20-23
Keywords: 桥梁工程 ,巴东地震 ,山区桥梁 ,震害 ,震害防御 ,bridgeengineering ,Badongearthquake ,mountainbridge ,seismicdamage ,seismicdisasterprevention
Abstract:
:?针对巴东M5.1级地震受损桥梁,按不同的结构类型,对其震害进行了调查并分析了原因。调查结果表明:除极个别桥梁损毁外,巴东境内桥梁主体结构基本安全,局部修复后可继续使用。
References
[1] Zhao Guohui, Liu Jianxin. Bridge damage analysis and enlightenment in seismic design of Wenchuan earthquake[J]. Technology for Earthquake Disaster Prevention,2008,3 (4):363-368.
[2] 范立础. 桥梁工程:上册[M]. 北京:人民交通出版社,2001:63-72.
[3] Fan Lichu. Bridge Engineering:Vol.1[M]. Beijing: China Communications Press,2001:63-72.
[4] 蒙云,卢波. 桥梁加固与改造[M]. 北京:人民交通出版社,2004:188-191.
[5] 湖北省地震局. 2013年12月16日湖北省巴东县M5.1级地震灾害直接损失评估报告[R]. 武汉:湖北省地震局,2013:10-18.
[6] Hubei Earthquake Administration.Disaster Damage Assessment Report of Badong M5.1 Earthquake on Dec.16, 2013[R]. Wuhan: Earthquake Administration of Hubei Province,2013.
[7] GB 50011—2010 建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.
[8] GB 50011—2010 Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press,2010.
[9] JTG/T B 02-01—2008 公路桥梁抗震设计细则[S]. 北京:人民交通出版社,2008.
[10] JTG/T B 02-01—2008 Guidelines for Seismic Design of Highway Bridges[S]. Beijing: China Communications Press,2008.
[11] 顾安邦. 桥梁工程:下册[M]. 北京:人民交通出版社,2000:1-6.
[12] Gu Anbang. Bridge Engineering:Vol.2[M]. Beijing: China Communications Press,2000:1-6.
[13] 赵国辉,刘健新. 汶川地震桥梁震害分析及抗震设计启示[J]. 震害防御技术,2008,3(4):363-368.
[14] Meng Yun, Lu Bo. Bridge Strengthening and Rehabilitation[M]. Beijing: China Communications Press,2004:188-191.
[15] 张祎,冯谦,黄滔,从汶川地震典型桥梁震害谈桥梁抗震对策[J].建筑结构,2010,40(1):153-158.
[16] Zhang Yi, Feng Qian, Huang Tao. Talking about seismic countermeasure from bridge damage in Wenchuan earthquake[J]. Journal of Biomathematics,2010,40(1):153-158.
Full-Text
Contact Us
service@oalib.com
QQ:3279437679
WhatsApp +8615387084133