Design of chord member connecting node on large-span striding-dike truss in port engineering
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    Abstract:

    According to the force transmission characteristic of friction-type connection for the high-strength bolt,we analyzed the necessary conditions for the equal-strength connection of the whole section,and proposed the equal-strength coefficient for the friction-type connection node of high-strength bolt and the calculation method for the coefficient,and put forward the design principle that the net section coefficient should not be greater than the equal-strength coefficient to ensure the structural safety of the large-span truss in port engineering.

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王 蔚,吴旭旺,朱勇兵.港口工程大跨度跨堤桁架弦杆拼接节点设计[J].水运工程,2016,(8):66-69

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  • Online: August 18,2016
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