Lessons from time-dependent deflection in record span prestressed concrete bridges. [PDF]
Tong T, Zhao C, Wu S, Li J, Liu Z.
europepmc +1 more source
Study on effective frequency range of wheel-rail excitation for elevated high-speed railway. [PDF]
Xing M, Zhu J, Zhao C, Sun Y.
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Hierarchical bayesian fusion of inspection and monitoring data for probabilistic bridge deterioration assessment. [PDF]
Wang B, Chen K, Wang B.
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Sensitivity analysis and monitoring of control parameters in cantilever casting construction of prestressed concrete continuous girder bridges. [PDF]
Zhang J, Liu H, Gong X, Lei M, Wang L.
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All-weather precision alignment technology for ultra-wide steel box girders in cable-stayed bridges. [PDF]
Laifa W, Yexun L, Ci Z, Sicheng Z.
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Investigation on Bridging Defects in 3D-Printed Polylactic Acid Beams Using Fused Filament Fabrication. [PDF]
He H, Zhu Z, Zhang YX, Yang RC.
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Effects of Reynolds number and scale ratio on VIV tests for railway blunt box girders. [PDF]
Tuo D, Zeng G, Zhang Y, Liao M.
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A closed-loop framework integrating robotic inspection and digital twins for fatigue prognosis of in-service steel bridges. [PDF]
Li X, Fu Z, Guo H, Ji B, Xu Z.
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This paper will present a comparative study of tsunami-induced forces on box girder and T-girder bridges, which will be based on component level analysis.
Bo Huang
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