辽宁工程技术大学学报（自然科学版）2001，Vol.20Issue(2)：162-165,4.
基于可靠性分析的近海工程结构分析与评价
Reliability-Based Analysis and Reassessment for Offshore Structure
李继祥 1高建强 2于振林3
作者信息
- 1. 江汉石油学院建筑工程系,
- 2. 卡尔加里,
- 3. 平庄矿物局,
- 折叠
摘要
Abstract
According to calculation the probability of failure(Pf) of the Bridge Support I(BS1)jacket, foundation and deck leg structural system for a range of subsidence level is from 7.5 meters to 12.0 meters. The non-linear structure compute model was developed first, and the loads on jacket, deck and bridge were predicted. The system capacity and the reliability for the platform have been calculated finally. According to the analysis results of reliability analysis, the technical measure for platform's life extending have been proposed. The calculation methods and the study achievements can be for reference in similar structure analysis and engineering practice.关键词
近海结构/失效概率/可靠性/评价/导管式平台分类
能源科技引用本文复制引用
李继祥,高建强,于振林..基于可靠性分析的近海工程结构分析与评价[J].辽宁工程技术大学学报（自然科学版）,2001,20(2):162-165,4.
