首页 | 本学科首页   官方微博 | 高级检索  
     检索      

境外高桩码头结构抗震设计方法
引用本文:张 磊,程泽坤,范 晔.境外高桩码头结构抗震设计方法[J].水运工程,2013(10):133-137.
作者姓名:张 磊  程泽坤  范 晔
作者单位:中交第三航务工程勘察设计院有限公司,上海 200032;中交第三航务工程勘察设计院有限公司,上海 200032;中交第三航务工程勘察设计院有限公司,上海 200032
摘    要:针对境外高桩码头结构在强震作用下的抗震设计问题,建立一套适应境外抗震设计习惯和境外咨询公司认可的 方法是十分必要的。结合三航院承担的拉美地区某高桩码头的抗震设计以及与境外咨询公司的沟通交流情况,重点介绍了 高桩码头结构抗震设计方法和技术细节,可供海外工程设计时参考。

关 键 词:高桩码头结构  抗震分析  拟静力弹塑性分析  基于性能设计  反应谱

Anti-seismic design for overseas high-pile wharf
ZHANG Lei,CHENG Ze-kun and FAN Ye.Anti-seismic design for overseas high-pile wharf[J].Port & Waterway Engineering,2013(10):133-137.
Authors:ZHANG Lei  CHENG Ze-kun and FAN Ye
Institution:CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China;CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China;CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China
Abstract:It is necessary to set up an anti-seismic design process, particularly applicable with overseas anti-seismic designing flow and could be approved by international consulting firms, for high-pile wharf design in severe earthquake conditions. This article is focused on introducing the anti-seismic design methods and related technological details based on design works carried out by CCCC Third Harbor Consultants Co., Ltd. in corporation with other foreign consulting firms, of a high-pile wharf in Latin America. The results may serve as reference for overseas design works.
Keywords:high-pile wharf structure  anti-seismic analysis  pushover analysis  performance-based design  response spectrum simulation  PFC2D
点击此处可从《水运工程》浏览原始摘要信息
点击此处可从《水运工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号