摘要
本文进行72个直桩桩帽试件的试验和空间有限元应力分析,探讨各种横梁和纵粱搁置情况下的受力机理和破坏形态,并提出直桩桩帽的设计内容和计算方法。
In this paper 72 reinforced concrete vertical pile caps were tested and their internai stesses were analyzed by use of space finite element method. As a result the working properties and failure mechanism of these caps under the action of various girders and cross beams were discussed. The design considerations, calculation method and construction requirements of these pile caps are also suggested.
出处
《水运工程》
北大核心
1991年第12期51-57,共7页
Port & Waterway Engineering
