Results 61 to 70 of about 697 (185)
HBRC Journal, 2015 The new Egyptian Code (ECP-201:2012) introduces new vehicular live loads (VLL) and new load combinations for the design of roadway bridges. The new VLL and load combinations introduced in ECP-201:2012 are fundamentally different than those presented in ...
Hatem M. Seliem +2 more
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Optimization of Infill Concrete Dimension in Composite Girder Box Based on IGRNN
Zhongwai GongluThe mechanical performance of the negative bending moment zone of steel‑concrete composite continuous girders has always been a focus of attention in bridge engineering.
WANG Yafeng, LIU Jian, KE Hongjun
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Elastic critical load of plates and plate girders subjected to patch load [PDF]
Građevinski Materijali i Konstrukcije, 2018 The determination of the elastic critical load (buckling load) is an important element of the assessment of the ultimate load of plate girders according to Eurocode 3 for design of steel structures.
Jakovljević Isidora +2 more
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FATIGUE BEHAVIOR OF CONNECTION PLATE BETWEEN MAIN GIRDER AND CROSS BEAM IN COMPOSITE PLATE GIRDER
Doboku Gakkai Ronbunshu, 1987 Since urban freeway bridges were opened for traffic more than ten years ago, there have been so many reports on the necessity of reparing cracks and deformations. For an example, the cracks at the connection plate between girder and lateral load-distribution cross beam are reported, and also the cracks at the connection plate between girder and sway ...
Shinji MATSUMOTO +2 more
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RENOVATION OF CORRODED GIRDER END IN PLATE GIRDER BRIDGE WITH RESIN AND REBARS
Proceedings of International Structural Engineering and Construction, 2015 There have been found a lot of corrosion damages recently in steel bridges aged for fifty or more years, especially in plate girder bridge, we can notice serious damages at girder ends involving supports. Then, the girder-end should be repaired adequately against the thickness loss caused by corrosion.
Hiroshi Ogami +3 more
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Shear Lag Effect of Ultra-Wide Box Girder under Influence of Shear Deformation
Applied SciencesThe objective of this study was to determine the reasonable flexural functions of ultra-wide box girders, reveal the mechanism of the shear lag effect, and improve the analysis theory of ultra-wide box girders. Considering a single-box three-chamber thin-
Yanfeng Li +3 more
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FINITE ELEMENT ANALYSIS OF COMPOSITE PLATE GIRDERS WITH A CORRUGATED WEB [PDF]
Journal of Engineering Science and Technology, 2018 Corrugated steel plates are widely used in pre-stressed box girder bridges due to its ability to achieve an adequate shear buckling resistant and reduce the dead weights.
AZRUL A. MUTALIB +2 more
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Fire behavior of composite steel truss bridge girders: numerical investigation and design strategies
Advances in Bridge EngineeringFire pose more severe threat to steel truss bridge girders as compared to common steel plate and box bridge girders. To deeply clarify failure mechanism of fire exposed steel truss bridge girders, this paper presents an investigation on fire performance ...
Gang Zhang +5 more
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Mechanical Properties of Fewer-Girder Steel Plate Composite Bridges during Construction
Electronic Journal of Structural EngineeringWith the increasing demands of modern transportation and the advancement of engineering technology, composite steel plate girder bridges have emerged as a significant choice in contemporary bridge construction due to their distinctive structural ...
Bo Wang +4 more
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Shock and Vibration, 2015 Although not always resulting in catastrophic failures, vortex-induced vibration (VIV) response can seriously impact the fatigue life and functionality of bridges, especially for separate pairs of box girders in cable-stayed bridges.
Han Xin He, Jia Wu Li
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