Results 121 to 130 of about 1,332 (186)

All-weather precision alignment technology for ultra-wide steel box girders in cable-stayed bridges. [PDF]

Sci Rep
Laifa W, Yexun L, Ci Z, Sicheng Z.
europepmc   +1 more source

Hierarchical bayesian fusion of inspection and monitoring data for probabilistic bridge deterioration assessment. [PDF]

Sci Rep
Wang B, Chen K, Wang B.
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Effects of Reynolds number and scale ratio on VIV tests for railway blunt box girders. [PDF]

Sci Rep
Tuo D, Zeng G, Zhang Y, Liao M.
europepmc   +1 more source

Investigation on Bridging Defects in 3D-Printed Polylactic Acid Beams Using Fused Filament Fabrication. [PDF]

Polymers (Basel)
He H, Zhu Z, Zhang YX, Yang RC.
europepmc   +1 more source

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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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Box-shaped girders

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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Analysis of Box Girders with Diaphragms

Journal of the Structural Division, 1968
Analyses based on thin-walled beam theory are presented for multicell box girders of deformable cross section. The influence of flexible interior diaphragms on stresses arising from deformation of the cross section is investigated for torsional loadings and box-cell properties appropriate for steel and reinforced concrete highway bridges.
Sana R. Abdel-Samad, Richard N. Wright, Arthur R. Robinson   +2 more
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Shear Lag in Box Girders

Journal of the Structural Division, 1981
An initial approximate method is presented to evaluate the shear lag phenomenon in reinforced concrete single-box girder bridges. Assuming an ideal cross-section and considering a symmetrical deformation of the top and bottom slabs, but preserving continuity conditions at the web-slab intersection points, a fourth order non-homogeneous differential ...
Bogdan O. Kuzmanović, H. James Graham
openaire   +1 more source

Box Girder Model Studies

Journal of the Structural Division, 1969
AN EXPERIMENTAL STUDY OF THE STRESSES IN A BOX GIRDER SUBJECTED TO CONCENTRIC AND TORSIONAL LOADING CONFIGURATION IS DESCRIBED. TESTS WERE CONDUCTED ON A PLEXIGLAS MODEL TO EXAMINE THE EFFECTS OF INTERIOR DIAPHRAGMS IN REDUCING THE WARPING AND DISTORTION STRESSES CAUSED BY DEFORMATION OF THE CROSS SECTION.
Dennis E. Myers, Peter B. Cooper
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Approximations for Moments in Box Girders

Journal of Structural Engineering, 1985
Simple design approximations are presented for determining the transverse moments in single‐span, single‐cell concrete box girder bridges. Five representative loading cases are considered which can be used in combination to model a range of vertical dead and live loading and wind loading. The design approximations are based on the analysis of the cross
Ishac I. Ishac, Tom R. Graves Smith
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