摘要
论述了用应力场进行隧道结构可靠性分析存在的问题，分析了目前位移在隧道结构可靠性分析应用中存在的缺点和困难，提出了另一种新的应用方法。
The problem in the tunnel structure reliability analysis by stress field is discussed. And the defect and difficulty of displacement application in the tunnel structure reliability analysis is analyzed. Then another new application is put forward.
出处
《岩土工程技术》
2000年第4期222-225,共4页
Geotechnical Engineering Technique
关键词
位移
可靠性
应变作用效应
隧道结构
应力场
displacement
reliability
action effect of strain
strain strength
