Results 161 to 170 of about 8,075 (231)
Sensitivity analysis and monitoring of control parameters in cantilever casting construction of prestressed concrete continuous girder bridges. [PDF]
Sci RepZhang J, Liu H, Gong X, Lei M, Wang L.
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Risk-based bridge life cycle cost and environmental impact assessment considering climate change effects. [PDF]
Sci RepLee SH, An LS, Kim HK.
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Research on the influence mechanism of structural separation on the damage excitation of bridge piers under seismic motion. [PDF]
PLoS OneWen Y, Liu Y, Ning X, Xia H, An W.
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Research on the performance inspection of large-span cable-stayed bridges under multi-physics field information guidance. [PDF]
Sci RepJiaqing L +3 more
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International Journal of Mechanical Sciences, 1975
Abstract The influence of rigidity and spacing of diaphragms on the deformation of a thin-walled one- to four-cell beam cross-section symmetrical about two axes was studied. The end cross-section of a simply supported beam subjected to antisymmetric loads applied mid-span of the beam keeps its shape and allows warping of the cross-section.
Djubek, J., Balaz, I.
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Abstract The influence of rigidity and spacing of diaphragms on the deformation of a thin-walled one- to four-cell beam cross-section symmetrical about two axes was studied. The end cross-section of a simply supported beam subjected to antisymmetric loads applied mid-span of the beam keeps its shape and allows warping of the cross-section.
Djubek, J., Balaz, I.
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Innovative Box girder having Footpath at Bottom of Box girder by Cantilevering Soffit slab
IABSE Congress Reports, 2023<p>Innovative structural forms for medium span bridges are a challenging effort for bridge design engineers especially in built-up area locations, where social impact plays a crucial role. Box girders are flexible forms compared to conventional ‘I’ girders, in the sense that they can have curved plan as well as varying shape of cross sections ...
null Arun K. V., null Beena K. P.
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Journal of Structural Engineering, 1988
Based on the curvilinear coordinate system, the spline finite strip method is extended to the elasto-static analysis of circular and noncircular box-girder bridges. As the curvature effect cannot be ignored, the webs of the bridges have to be treated as thin shells and the flanges as flat curved plates.
W. Y. Li, L. G. Tham, Y. K. Cheung
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Based on the curvilinear coordinate system, the spline finite strip method is extended to the elasto-static analysis of circular and noncircular box-girder bridges. As the curvature effect cannot be ignored, the webs of the bridges have to be treated as thin shells and the flanges as flat curved plates.
W. Y. Li, L. G. Tham, Y. K. Cheung
openaire +1 more source