铁路桥梁墩台

运营条件下铁路桥梁墩台基础加固

Reinforcement of Railway Pier and Abutment Foundation During The Railway is in Operation

铁路桥梁墩台极限承载力计算模式的选取

Choice of calculation method of limit bearing capacity for railway bridge pier and abutment

无缝线路上铁路桥梁墩台制动力的计算方法

The applicable calculation method of piers ' and abutments ' braking force of railway bridge on jointless track

梁、轨纵向相互作用力还是高速铁路桥梁墩台及基础设计的控制性荷载之一；

Moreover , the mutual additional longitudinal force transmission between CWR and high-speed railway bridges is one of control loads for the design of pier and abutment and the foundation of it .

高速铁路桥梁、墩台及荷载均具有很强的空间力学特性，平面力学模型不能很好反映上述工况，有着较大的局限性。

The girder , abutment and pier as well as the loads of high-speed railway bridges are of strong spatial mechanics characteristics , the plane mechanics calculation model cannot reflect these conditions effectively , and has its limitations .