Results 121 to 130 of about 697 (185)
Reducing low-frequency noise radiation from a concrete box girder bridge using acoustic short circuits. [PDF]
Sci RepHe 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 RepLiu Z, Zhao K, Xiong Y, Wang B.
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Improved Finite Element Model Updating of a Highway Viaduct Using Acceleration and Strain Data. [PDF]
Sensors (Basel)Hekič D +4 more
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A Review of the Current Status and Development Trends of Compression Casting Concrete. [PDF]
Materials (Basel)Xu X, Yu Y, Han H, Xu S, Zhang F.
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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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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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Web buckling of tapered plate girders
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2000When 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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Plate Stability Verifications of Aluminium Plate Girders
Key Engineering Materials, 2016The paper focuses on overall and local web plate buckling of longitudinally multi-stiffened aluminium plate girders subjected to compression, bending, shear and transverse loading. The authors completed wide-range bifurcation stability analysis by energy method.
Vigh, László Gergely, Dib, Abdelkarim
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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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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
openaire +1 more source