Based on variable weight synthesis principle, a cable tension and linetype state assessment model of cable-stayed bridge was established.
基于变权综合原理，建立斜拉桥索力、线形状态评估模型。
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。
After the monitoring system was established in Weijiazhou bridge slope, the surface and deep displacements and the loss of stress in anchor rope are measured.
建立魏家洲特大桥边坡监测系统，定期监测了施工期期间地表位移、深部位移、锚索预应力损失。
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