Results 121 to 130 of about 812 (182)

Case Studies about Finite Element Modeling and Wireless Sensing of Three Pennsylvania Bridges. [PDF]

Sensors (Basel)
Enshaeian A, Ghahremani B, Rizzo P.
europepmc   +1 more source

Application research on nonlinear partitioned analysis of soil-structure interaction method of seismic response for seawater-seabed-structure. [PDF]

Sci Rep
Lv H.
europepmc   +1 more source

Some of the next articles are maybe not open access.

Related searches:

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.
openaire   +1 more source

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.
openaire   +2 more sources

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
openaire   +1 more source

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
openaire   +1 more source

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
openaire   +1 more source

Proportioning of Box Girder Bridges

Journal of the Structural Division, 1980
The selection of proper plate sized for box girder bridges, requires extensive trials and experience. Often this experience is not transferred to the engineering community because it is limited in that only several such bridges may have been designed.
Conrad P. Heins, Li-Jen Hua
openaire   +1 more source

Box girders

Chapter 5 discusses the behavior and design of box-girder bridges under traffic loads. First, the response of a rectilinear, closed, hollow-section girder is examined under the action of an eccentrically applied traffic load. The girder is considered to have a deformable profile, which means that the theory from the previous chapter cannot be applied ...
Leonidas Stavridis, Konstantinos Georgiadis   +1 more
openaire   +1 more source