tie member

The results show that the tie member of the side arch is the weak part of the continuous rigid-frame arch bridge under action of seismic excitation and the triangle frame stiffness has considerable influences on the seismic response of both the main and side arches.

结果表明边拱系杆是连续刚架拱桥在地震激励作用下的薄弱环节，三角刚架刚度对主、边拱地震响应有较大影响。

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Test Study of Connection Area Between Side Steel Arch Rib and Rigid Tie Member of Long-Span Arch Bridge

大跨度拱桥边拱钢拱肋与刚性系杆连接区域试验研究

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This paper bases on the steel through arch bridge within tie member which spans 108 meters of an oil wharf in Hainan Province.

本文以海南某油码头108m跨下承式系杆钢拱桥为工程背景。

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