Results 131 to 140 of about 697 (185)

LRFD Criteria for Plate Girders

Journal of the Structural Division, 1978
Load and Resistance Factor Design criteria are presented for transversely stiffened steel plate girders in buildings. Resistance factors and expressions for nominal resistance are developed for plate girders in flexure, shear, and combined flexure and shear. The resistance factors are derived from first-order probabilistic considerations.
Peter B. Cooper, Theodore V. Galambos, Mayasandra K. Ravindra   +2 more
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Steel Plate Shear Walls Are Not Plate Girders

Engineering Journal, 2004
Steel plate shear walls that are allowed to buckle in shear and form a diagonal tension field have been the subject of several experimental and analytical studies. In some of these studies, references are made to the physical and analytical similarities between steel plate shear walls and vertical cantilever plate girders.
Jeffrey W. Berman, Michel Bruneau
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DESIGN AID FOR PLATE GIRDERS.

Proceedings of the Institution of Civil Engineers, 1988
A simplified design aid is presented to allow the ultimate strength of transversely and longitudinally stiffened plate girders to be determined under any combination of shear and bending loads. The method is based on the Cardiff tension field approach and, in addition to its simplicity, has the advantage of allowing the designer to identify the ...
HR EVANS, S MOUSSEF
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Nonuniform Torsion of Plate Girders

Transactions of the American Society of Civil Engineers, 1956
As one part of a comprehensive investigation of the torsional behavior of built-up structural members, a group of full-size plate-girder specimens were tested under non uniform torsion conditions.
Gerald G. Kubo, Bruce G. Johnston, William J. Eney   +2 more
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Optimisation of plate girders

2015
Civil Engineering and ...
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Strength of Plate Girders in Bending

Journal of the Structural Division, 1961
Investigation of welded plate girders to determine static carrying capacity of transversely stiffened plate girders was conducted at Lehigh Univ; theoretical considerations of study are presented; paper 2913 (Aug) covers bending strength, paper 2967 (Oct) covers shear strength and paper 2968 (Oct) covers interaction between bending and shear. (See also
Konrad Basler, Bruno Thüerlimann
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Dynamic Stresses in Continuous Plate-Girder Bridges

Transactions of the American Society of Civil Engineers, 1956
Tests on two three-span bridges; measurements include deflection of girders and strain girders, stringers and floor beams under test vehicles approximating AASHO H2O-S16-44 truck at speeds of 5 to 45 mph; values of frequency of vibration, amplitude of vibration, and amplitude of strain oscillation.
Roy C. Edgerton, Gordon W. Beecroft
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Optimization of hybrid steel plate girders

Computers & Structures, 1987
An efficient procedure is presented for minimum weight design of unstiffened and stiffened hybrid steel plate girders subjected to arbitrary loading using the general geometric programming technique. The nonlinear optimization problem is formulated on the basis of the current American Institute of Steel Construction specification.
Aboyounes, S., Adeli, H.
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Errata: Steel Plate Shear Walls Are Not Plate Girders

Engineering Journal, 2005
Errata
Jeffrey W. Berman, Michel Bruneau
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SHEAR STRENGTH OF STEEL PLATE GIRDERS.

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1999
Slender steel plates are used in a variety of structural engineering applications because of their high strength-to-weight ratio and post-buckling reserve of strength and stiffness, which is taken into account in ultimate-limit-state design methods and codes of practice.
A W DAVIES, D S C GRIFFITH, T HOGLUND
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