摘要
通过试验研究，分析预应力混凝土管桩与桩帽节点受弯承载力的主要影响因素。
Abstract Based on the experimental study, the main factors affecting the flexural capacity of the connections of prestressed concrete pipe pile and pile cap are analyzed, and the calculation method of flexural capacity of the connections and structural requirements are put forward
出处
《水运工程》
北大核心
1997年第7期50-54,共5页
Port & Waterway Engineering
