1.
Study on Horizontal Displacement of Bridge Pier and Abutment in Deep Silt Stratification Areas;
厚淤泥层地区桥梁墩台的水平位移研究
2.
Vehicle-Track-Bridge Vertical System Coupled Vibration Analysis in the Case of Uneven Settlement of Pier and Abutment;
桥梁墩台不均匀沉降情况下的车—线—桥垂向系统耦合振动分析
3.
The Prevention and Disposing of Common Problems in Bridge Pier Sliding Form Concrete Construction;
桥梁墩台滑模混凝土施工中常见问题的预防及处理
4.
On Better Design for Excavation Slope Supporting Structures of Railway Bridge Pier in Mountainous Area
浅析山区铁路桥梁墩台开挖边坡支挡结构的优化设计
5.
The high pier construction method and control measures of highway bridge
公路桥梁高墩台施工方法及控制措施
6.
Simulation on Coupled 3D-Vibration Model of Railway Bridges and Condition Assessment of Piers and Abutment;
铁路桥梁三维耦合振动仿真与墩台状态评估
7.
A Study on Displacement of Pile Near the Abutment and the Subgrade Construction of Deep Soft Soil Foundation at Bridge-Head;
深厚软基上桥梁近台墩桩位移问题研究
8.
Research into Construction Control of Long-span Beam Bridge with High Pile-Cap and Deepwater Pier;
大跨高桩承台深水墩梁桥施工控制研究
9.
The Setting out of the Curve Pier Platform Central and the Bearing Reserved Hole of Straight Beam
曲线桥墩台中心及直梁支座预留孔的测设
10.
Box Girder and Thin Walled Pier Spatial Analyse of the Long Span Cured Bridge with High Pier;
高墩大跨径弯桥箱梁薄壁墩空间分析
11.
Shaking table tests for seismic response of pile-supported bridge structure with single-column pier in liquefiable ground
可液化场地桥梁群桩-独柱墩结构地震反应振动台试验研究
12.
Influence of Tie Beam of Pier to Seismic Performance of Bridges in High Earthquake Intensity Regions
高烈度区桥墩系梁对桥梁抗震性能的影响
13.
Design Features of Capping Beam for Pier of Straddle-type Monorail Track Beam Bridge
跨座式单轨轨道梁桥桥墩盖梁设计特点
14.
The Analysis on Strength and Deformation on High-pier Bridge Pillar Under Seismic Condition
高墩桥梁在地震作用下墩柱的强度与变形
15.
The clear span of a bridge is the gap from the near edge of the next.
桥梁的净跨，是自一个桥墩的近侧边到相邻桥墩近侧边之间的间距。
16.
Study on the Seismic Collapse Capacity of High Pier Bridges;
地震作用下高墩桥梁抗倒塌性能研究
17.
A Study of Anchored Pile Foundation for High Pier Bridge;
锚固桩基础在高墩桥梁中的应用研究
18.
The Study of Sunlight Temperature Effect for Higher Pier of Long-span Bridge;
大跨径桥梁高墩日照温度效应的研究