1.
Influence of Vertical Joints on the Post-Construction Deflection of Continuous Rigid Frame Bridges
竖向接缝对连续刚构桥后期挠度的影响
2.
Exploration for Controling Deflection of Continuous Rigid Bridge in Service by Using of External Transverse-tension Prestress Method
体外横张预应力调控连续刚构桥后期挠度的探索
3.
Application of Continuous Rigid-frame Bridge's Deflection Regulated by External Vertically Tensioned Prestress
体外横张预应力在连续刚构桥后期挠度调控中的应用
4.
Leaf spring Natural blow( front/rear)
静挠度前/后(mm)
5.
Dynamic Prediction Based on Long-term Monitoring Data of Bridge Deflection
基于桥梁挠度长期监测值的动态预测
6.
A Trinomial Option Pricing Model Dependent on Skewness and Kurtosis;
一个依赖于挠度与峭度的三项式期权定价模型
7.
A Preliminary Design of the Silicon Flexural Accelerometer Based on Plane Helix;
平面线圈式石英挠性加速度计的前期研究
8.
Study on Long-term Deflection Control of Large Span Prestressed Concrete Girder Bridges;
大跨径预应力混凝土梁桥长期挠度控制研究
9.
Analysis on Main Effect Factors of Long-term Deflection of Pre-stressed Concrete Beam Bridge
预应力混凝土梁桥长期挠度主要影响因素分析
10.
The Influnce of Height of Box-Girder on Long-Term Deflection of Continuous Rigid Frame Bridges
主梁梁高对于连续刚构长期挠度的影响
11.
Factorial Analysis for Camber of T-shape Precast-beam in Resting Period
预制T梁存梁期间上拱挠度影响因素分析
12.
Influencing factors and control about sustained deflection of prestressed concrete beam bridges
预应力混凝土梁桥长期挠度影响因素及控制
13.
On the influence of the concrete creep on the long-term deflection of the long-span box-girder bridges
徐变对大跨径混凝土箱梁桥长期挠度影响
14.
After the first casting, the deflection can be checked and modified using shim plates.
第一次浇注混凝土后，挠度可用垫片调整。
15.
The Optimized research that After the bracket construction long span beam bridge operation continues the amount of deflection
悬臂施工大跨梁桥运营后持续挠度优化研究
16.
Large Deflection and Post-buckling Behavior of a Clamped-clamped Oblique Braced Beam
大挠度后屈曲倾斜梁结构的非线性力学特性
17.
A Long-term Deflection Calculations of Partially Prestressed Concrete Grider Bridge with the Effect of Cyclic Loading
考虑反复荷载作用的部分预应力混凝土梁桥长期挠度计算方法
18.
Research on Long-term Deflection Control of the Long-span PC Continuous Rigid Frame Based on Load-balancing Method
基于荷载平衡法的大跨径PC连续刚构桥长期挠度控制方法研究