seamless turnout on bridge 桥上无缝道岔
An integral calculation model of seamless turnout-beam-pier was established.
建立了道岔-桥梁-墩台一体化计算模型。
A finite element model of the seamless turnout on simple supported beam bridge was established by regarding the turnout, beam and pier as one system.
将道岔、梁和墩台视为一个系统，建立简支梁桥上无缝道岔的有限元模型。
Aiming at vibration analysis of seamless turnout on bridge, the rail-turnout-tie-bridge spring-damping vibration model was built by using finite element method.
针对桥上无缝道岔，运用有限单元法，建立了钢轨-岔枕-桥梁弹簧-阻尼空间振动模型。
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