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Super-long span suspension bridge

机译:超大跨度悬索桥

摘要

As a countermeasure against storms for long span, particularly super- long span suspension bridges with the center span exceeding 2,000 m, there is provided a super-long span suspension bridge which can be improved of its static and dynamic wind resistance performance by applying a mass to a portion of the girder. In a suspension bridge with the center span exceeding 2,000 m, a mass application member capable of temporarily carrying a predetermined amount of additional load is provided on either side of the stiffening girder for a distance equal to 1/3 at the maximum of the center span so that a mass weighing 30% or less of the weight of the girder is temporarily applied in the mass application member in the girder on the windward side when the bridge is subjected to a storm, and cross stays are provided each at a point inward from either end of the center span section at a distance equal to 1/4 to 1/3 of the center span.
机译:作为针对大跨度风暴的对策,特别是中心跨度超过2,000 m的超大跨度悬索桥,提供了一种超大跨度悬索桥,通过施加质量可以改善其静态和动态抗风性能到大梁的一部分。在中心跨度超过2,000 m的悬​​索桥中,可在加劲梁的两侧各设置一个临时施加预定量附加载荷的质量施加元件,该距离等于最大中心跨度的1/3。因此,当桥梁遭受暴风雨时,将重量为梁重量的30%或以下的梁临时施加到上风侧梁的质量施加构件中,并在从内向内的一点处分别设置横撑中心跨度部分的任一端,其距离等于中心跨度的1/4到1/3。

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