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- T型刚构桥的大部分病害均与预应力损失过大有关,因此目前对T型刚构旧桥加固的方法主要是通过增加预应力索及粘贴钢板等来补偿混凝土的预应力。According to the fact that most defects of this type of bridge are related to loss of prestress,the main method to reinforce old T-frame bridges is to compensate loss of prestress by increasing prestressed tendons.
- T型刚构桥T rigid frame bridge
- T型刚构T rigid-frame bridge
- 某T型刚构桥损伤原因分析Analysis on Damage Causes of a T-Frame Bridge
- 体外索加固T型刚构桥的静动力性能研究Study of static and dynamic behavior of T-shape rigid frame bridge reinforced by prestressed external tendon
- V型刚构V rigid structure
- Y型刚构Y Type Rigid Frame
- 大跨径连续刚构桥主跨底板合龙预应力束的空间效应研究Study of Spatial Effect of Closure Prestressing Strands in Main Span Bottom Slab of Long Span Continuous Rigid-Frame Bridge
- 边支座纵向弹性约束对大跨度连续刚构桥地震反应的影响Influences of longitudinal elastic restraint of side-bearings on seismic response of long span continuous rigid frame bridge
- T型刚构桥梁的加固Reinforcement of T-Shaped Rigid-Frame Bridges
- 大跨度预应力混凝土连续刚构桥主梁线形控制参数敏感性分析Analysis of Parametric Sensitivity for Geometric Control of Main Girder of Long Span Prestressed Concrete Continuous Rigid-Frame Bridge
- V型刚构组合拱桥方案结构分析Structural Analysis of V-frame Composite Steel Pipe-concrete Arch Bridge Plan
- 预应力连续刚构桥的常见病害形式及维修加固施工监控问题的探讨Discussion on Main Diseases of the Prestressed Continuous Rigid-frame Bridge and Its Maintenance and Reinforcement Mornitoring
- 七里大桥预应力混凝土T型刚构加固设计The Reinforced Design of Prestressed Concrete Shape-T Rigid Frame on Seven Kilo-metre Bridge
- 高墩大跨连续刚构桥最大悬臂阶段风致响应及其对施工人员的影响The wind-induced response of high-pier long-span continuous rigid frame bridge under the longest cantilevered construction stage and its effect on workers
- 刚构桥悬臂阶段的预应力剪力滞效应分析Analysis of shear lag under the load case of prestress in the process of continuous rigid-frame box girder bridge
- 刚构桥rigid frame bridge
- 大跨径拱与Y型刚构组合桥的横向联结系对全桥稳定性的影响研究Effect of Lateral Coupling System of Combination Bridge of Long-Span Arch and Y-style Frame on the Overall Stability of the Bridge
- V形刚构桥V-shape rigid frame bridge
- 续刚构桥continuous rigid 'frame bridge