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Longitudinal Displacement Behavior and Girder End Reliability of a Jointless Steel-Truss Arch Railway Bridge during Operation

机译：纵向位移行为和梁桁架拱门铁路桥的梁末端可靠性

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Hanwei Zhao; Youliang Ding; Satish Nagarajaiah; Aiqun Li;
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1. Behavior Analysis and Early Warning of Girder Deflections of a Steel-Truss Arch Railway Bridge under the Effects of Temperature and Trains: Case Study [J] . Zhao Han-Wei, Ding You-Liang, Nagarajaiah Satish, Journal of bridge engineering . 2019,第1期

机译：温度和列车作用下钢桁拱形铁路桥梁梁变形的行为分析和预警：案例研究
2. Analysis of Failure Probability and Reliability Index of MAOS Steel-Truss Railway Bridge [J] . Suharjanto, Aris Priyadi, Emil Adly Research Journal of Applied Sciences: RJAS . 2016,第8期

机译：MAOS钢桁铁路桥梁失效概率及可靠指标分析
3. RAMS evaluation for a steel-truss arch high-speed railway bridge based on SHM system [J] . Han-Wei Zhao, You-Liang Ding, Fang-Fang Geng, Structural Monitoring and Maintenance . 2018,第1期

机译：基于SHM系统的钢桁拱高速铁路桥梁RAMS评估
4. Research of the temperature effects on strain response in the steel-truss arch railway bridge using FIR filtering [C] . H.W. Zhao, Y.L. Ding, A.Q. Li Australian Conference on the Mechanics of Structures and Materials . 2017

机译：冷杉滤波钢桁架拱铁路桥温度响应的温度效应研究
5. Analysis and design of jointless bridge decks supported by simple-span girders [D] . Caner, Alp 1996

机译：简跨梁支撑无缝桥面的分析与设计。
6. Experimental Research of the Time-Dependent Effects of Steel–Concrete Composite Girder Bridges during Construction and Operation Periods [O] . Guang-Ming Wang, Li Zhu, Guang-Pan Zhou, 2020

机译：钢混凝土组合梁桥梁施工及运营期时变效应的试验研究
7. EXPERIMENTAL STUDY ON RESISTANCE MECHANISM OF STUD AND BEARING AT STEEL GIRDER EMBEDDED CORNER ON JOINTLESS ABUTMENT BRIDGES FOR JAPANESE HIGHWAYS [O] . Yoshinori WADA, Toshiaki NANAZAWA, Shigehito ENDO, 2017

机译：钢梁嵌入式角落对日本高速公路无关节桥钢梁轴承电阻机理的实验研究
8. Design of Concrete Bridge Girders Strengthened with CFRP Laminates. Static Strength, Fatigue Behavior and Reliability;Final rept [R] . El-Tawil, S., Okeil, A. 2001

机译：CFRp层合板加固混凝土桥梁设计。静态强度，疲劳行为和可靠性;最终的结果

Longitudinal Displacement Behavior and Girder End Reliability of a Jointless Steel-Truss Arch Railway Bridge during Operation

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