Reliability of Pile foundation of Offshore Jacket Platforms Subjected to Seismic Action

被引：0
|
作者：
Shen, Zhao-Wei [1 ]
Wang, Xiao-Hong [2 ]
Jin, Wei-Liang [3 ]
机构：
[1] Zhejiang Inst Hydraul & Estuary, Zhejiang Key Lab Water Conservancy Disaster Preve, Hangzhou 310020, Zhejiang, Peoples R China
[2] Zhejiang Guangchuan Engn Consulting Co Ltd, Hangzhou 310020, Peoples R China
[3] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Peoples R China
来源：
ADVANCED CONSTRUCTION TECHNOLOGIES | 2014年 / 919-921卷
关键词：
Pile foundation; offshore jacket platform; Reliability; Seismic Action;
D O I：
10.4028/www.scientific.net/AMR.919-921.1047
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Pile foundation of offshore platform is very important. Earthquake is devastating and unpredictable. It is important to assess the reliability of pile foundation of offshore jacket platforms subjected to seismic action. This paper presents the approach to calibrate of reliability of pile foundation subjected to seismic action. The combination of loads are mainly investigated. The reliability of pile foundation of of QK18-1 in Bohai Bay related to 25-year reference period is3.37, which is close to the conclusion of some existing researches. The results could provide significant reference for the design of offshore jacket platforms.
引用
收藏
页码：1047 / +
页数：2
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