Results 121 to 130 of about 704 (185)

Monitoring a Railway Bridge with Distributed Fiber Optic Sensing Using Specially Installed Fibers. [PDF]

Sensors (Basel)
Kishida K, Aung TL, Lin R.
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Nonlinear analysis of hollow reinforced high strength concrete beams with web openings and different types of stirrups under torsion. [PDF]

Sci Rep
Ebrahim FA, Askar HS, El-Zoughiby ME.
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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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Case Studies about Finite Element Modeling and Wireless Sensing of Three Pennsylvania Bridges. [PDF]

Sensors (Basel)
Enshaeian A, Ghahremani B, Rizzo P.
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Reducing low-frequency noise radiation from a concrete box girder bridge using acoustic short circuits. [PDF]

Sci Rep
He Y, Wang X, Yao Y, Sheng X.
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ANN-Based Bridge Support Fixity Quantification Using Thermal Response Data from Real-Time Wireless Sensing. [PDF]

Sensors (Basel)
Bhandari P, Jang S, Malla RB, Han S.
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Calculation method of temporary cable force in incremental launching construction of large span steel box girder without auxiliary pier. [PDF]

Sci Rep
Liu Z, Zhao K, Xiong Y, Wang B.
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Optimization of plate girders

Steel Construction, 2014
AbstractThe costs of the self‐weight of a structure have never been a real issue in the design of steel girders, since the material costs of a structural element are mainly determined by labour costs. The booming economies of China and India cause a continuously increasing demand for steel.
Roland Abspoel, Frans Bijlaard
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Torsion of Plate Girders

Transactions of the American Society of Civil Engineers, 1953
ANALYTICAL AND EXPERIMENTAL RESEARCH WAS UNDERTAKEN AT LEHIGH UNIVERSITY, BETHLEHEM, PENNSYLVANIA, TO DETERMINE THE STRESS DISTRIBUTION, STIFFNESS AND STRENGTH OF BOLTED, RIVETED AND WELDED PLATE GIRDERS UNDER UNIFORM TWISTING MOMENT. SEVENTY-TWO TESTS WERE MADE ON FIFTEEN DIFFERENT SPECIMENS.
F. K. Chang, Bruce G. Johnston
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Web buckling of tapered plate girders

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2000
When hot rolled beams (cross-section I and H) show insufficient strength or are not economic for design purposes, plate girders are usually designed, in most cases by welding several plates together. More efficient structural elements can often be achieved by designing these plate girders as tapered plate girders.
E MIRAMBELL, A V ZARATE
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