Effect of pile-beam joints’connection type to force state of high-piled wharf
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    Abstract:

    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 wharf’s bearing performance.

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卓 杨,吴 锋.高桩码头桩梁节点连接形式对其受力状态的影响[J].水运工程,2015,(7):76-80

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  • Received:
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  • Online: July 15,2015
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