荷载横向分布系数较均匀，表明桥梁整体受力性能较好。
The load transverse distribution coefficient is homogeneous, which shows the whole forced condition is good.
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。
A calculating model which can determine directly the load transverse distribution factors of simple supported skew beam Bridges is established.
分析桥梁横向连接方式，通过荷载横向分布系数的计算，确定简支梁板桥改造加宽形式。
This paper analyzes lateral connection method of bridge, confirms widening and reforming method for simple supported beam (slab) bridge via calculating lateral load distribution coefficient.
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。
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。
The transverse load distribution factors is determined in the field from stringer strains and distortion. And compared with those in joints bridges.
应用推荐