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Determination of dynamic impact factor for continuous girder bridge due to vehicle braking force by finite element method and experimental

机译：用有限元法和实验法测定连续梁桥动力冲击因子

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Nguyen Xuan Toan; Tran Van Duc;
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1. Impact Factors of Simply Supported Prestressed Concrete Girder Bridges due to Vehicle Braking [J] . Deng Lu, Wang Fang Journal of bridge engineering . 2015,第11期

机译：车辆制动引起的简支预应力混凝土梁桥的影响因素
2. Determining the dynamic amplification factor of multi-span continuous box girder bridges in highways using vehicle-bridge interaction analyses [J] . Ma L., Zhang W., Han W. S., Engineering Structures . 2019,第FEBa15期

机译：用车桥相互作用分析确定公路大跨度连续箱梁桥的动力放大系数
3. Determination of load distribution factors of steel-concrete composite box and l-girder bridges using 3D finite element analysis [J] . S. J. Fatemi, A. H. Sheikh, M. S. Mohamed Ali Australian Journal of Structural Engineering . 2018,第2期

机译：用3D有限元分析确定钢-混凝土组合箱梁和L型梁桥的荷载分布系数。
4. Analysis of Dynamic Impact Factors of Bridge Due to Moving Vehicles Using Finite Element Method [C] . T. Nguyen-Xuan, Y. Kuriyama, T. Nguyen-Duy International Conference on Advances in Computational Mechanics . 2018

机译：采用有限元法的移动车辆由于移动车辆的动态冲击因子分析
5. Dynamic testing and finite element modeling of a steel girder bridge for the long-term bridge performance program. [D] . Taveras Moronta, Lourdes Alina. 2012

机译：钢梁桥的动态测试和有限元建模，用于长期桥梁性能计划。
6. Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects [O] . Xu Jiang, Chengwei Luo, Xuhong Qiang, 2018

机译：湿热耦合效应的湿-机械耦合有限元法确定桥面玻璃纤维增强聚合物层合板的层间剪切模量
7. A Study on the Dynamic Interaction between Three-Axle Vehicle and Continuous Girder Bridge with Consideration of Braking Effects [O] . Xuan-Toan Nguyen, Van-Duc Tran, Nhat-Duc Hoang 2017

机译：三轴车辆与连续梁桥梁的动态相互作用考虑到制动效应
8. Vehicle Impact in Box Girder Bridges and Bridge Substructures. Phase 1. StraightBox Girder Bridges [R] . Wang, T. L., Huang, D. 1994

机译：箱梁桥和桥梁下部结构的车辆碰撞。阶段1. straightBox梁桥

Determination of dynamic impact factor for continuous girder bridge due to vehicle braking force by finite element method and experimental

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