海外港口工程挡土墙结构抗震设计地震系数选取  

Seismic coefficient study for seismic design of marine retaining structure of overseas project

作　　者：孙艺[1] 孙国罡[2] 

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510230 [2]郑州铁路职业技术学院,河南郑州450052

出　　处：《水运工程》2014年第2期200-203,共4页Port & Waterway Engineering

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。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 by the international codes, thus the seismic design becomes a problem of design approval. Therefore, international regulations of seismic coefficients for the seismic design of retaining structure in the port and waterway engineering are collected and summarized, to and provide a solid foundation for serve as reference for the seismic design of marine structure of overseas projects the successful design approval.

关 键 词：海外港口工程 挡土墙结构 抗震设计 地震系数 

分 类 号：TU352[建筑科学—结构工程]