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海外港口工程挡土墙结构抗震设计地震系数选取
引用本文:孙 艺,孙国罡. 海外港口工程挡土墙结构抗震设计地震系数选取[J]. 水运工程, 2014, 0(2): 200-203
作者姓名:孙 艺  孙国罡
作者单位:中交第四航务工程勘察设计院有限公司,广东 广州 510230;郑州铁路职业技术学院,河南 郑州 450052
摘    要:随着国外工程的开展,越来越多的工程涉及到抗震设计,而我国水运工程抗震规范与国际规范的规定相距甚远,抗震设计成为设计审批通过的一大难题。基于此,收集并归纳了国际上水运工程挡土墙抗震设计地震系数的规定,为海外工程港工结构抗震设计提供参考,为其顺利通过审批打下坚实基础。

关 键 词:海外港口工程;挡土墙结构;抗震设计;地震系数

Seismic coefficient study for seismic design of marine retaining structure of overseas project
SUN Yi and SUN Guo-gang. Seismic coefficient study for seismic design of marine retaining structure of overseas project[J]. Port & Waterway Engineering, 2014, 0(2): 200-203
Authors:SUN Yi and SUN Guo-gang
Affiliation:CCCC-FHDI Engineering Co., Ltd., Guangzhou 510230, China;Zhengzhou Railway Vocational and Technical College, Zhengzhou 450052, China
Abstract:With the development of overseas projects, more and more projects relate to seismic design.However, rules by the domestic seismic design of port and waterway engineering are far different from those bythe international codes, thus the seismic design becomes a problem of design approval. Therefore, internationalregulations of seismic coefficients for the seismic design of retaining structure in the port and waterway engineeringare collected and summarized, to serve as reference for the seismic design of marine structure of overseas projectsand provide a solid foundation for the successful design approval.
Keywords:overseas marine project   retaining structure   seismic design   seismic coefficient
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