摘要
根据结构可靠性的基本理论和无粘结部分预应力混凝土结构设计原理 ,分析了基于随机变量的极值理论和梁裂缝数目的无粘结部分预应力混凝土梁的体系可靠性。
According to the basic theory of structural reliability and design theory of unbonded partially prestressed concrete structure, based upon extreme theory of random variable and crack number of beam, the system reliability of an unbonded partially prestressed concrete beam is analyzed.
出处
《工业建筑》
CSCD
北大核心
2004年第1期36-38,共3页
Industrial Construction
关键词
无粘结预应力混凝土梁
可靠性
结构设计
随机变量
裂缝
极值理论
unbonded partially prestressed concrete beam extreme theory serviceability limit state reliability
