A calculating model which can determine directly the load transverse distribution factors of simple supported skew beam Bridges is established.

建立了直接确定简支斜梁桥荷载横向分布系数的计算模型。

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The law of sediment carrying capacity transverse distribution in braided river, which is the one of the key factors to research on the evolution rule of braided river, is presented.

挟沙力沿河宽分布的变化是造成游荡型河道主流频繁摆动的主要原因之一，掌握其变化规律是研究游荡型河流演变规律的关键。

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The transverse load distribution factors is determined in the field from stringer strains and distortion. And compared with those in joints bridges.

结合实桥进行现场试验，验证有限元分析与荷载横向分布系数实用图表的正确性，并与有伸缩缝桥梁进行比较。

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