摘要
采用数值模拟方法,通过改变高桩码头桩梁节点刚度模拟不同的连接形式,分析高桩码头桩梁节点连接形式对其水平受力状态的影响。研究指出,高桩码头桩梁节点的连接形式对其受力以及整体位移均有较大影响,并获得了全直桩码头、有斜桩码头桩顶节点连接形式对码头整体受力状态影响的一般规律,可以为码头整体承载性能的评估提供参考。
Using numerical simulation method, we analyze the influence of the pile-beam joints＇ connection type to the horizontal force state by changing the pile-beam joints＇ stiffness of high-piled wharf for different connection types. It is pointed out that the pile-beam joints＇ connection type of high-piled wharf has a significant effect on its stress and displacement, and the general law on joints＇ connection type to the force state about the all-vertical-piled wharf and fork pile wharf is obtained, which may serve as reference for evaluating the wharfs bearing performance.
出处
《水运工程》
北大核心
2015年第7期76-80,共5页
Port & Waterway Engineering
