摘要
通过两组四边固结叠合板试件的试验研究,验证了分块预制板和整块预制板制成的叠合板具有双向受力效应;分析论证了按二阶段受力特性计算叠合板刚度是可行的;同时给出了两组试件不同叠合面处理方式的试验对比分析结果。
Experimental study on two suits of four-sides concreted iterative slab was carried out. It was verified that two-way effects existed in the slab of one or more prefabricated slabs. The feasibility of calculating the stiffness of the iterated slab by two-stage stiffness was demonstrated, and the analysis result of experiments of two suits with different composition planes were given.
出处
《水运工程》
北大核心
2004年第8期34-36,共3页
Port & Waterway Engineering
关键词
内河码头
叠合结构
双向受力
inland terminal
iterative structure
two-way effects
