Results 131 to 140 of about 687 (180)

Research on calculation of transverse bending moment of deck of box girder with long-span and long cantilever. [PDF]

Sci Rep
Wang Z, Wang R.
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Cost comparison of steel plate girder and RCC girder bridge

Materials Today: Proceedings, 2022
Mohd. Zain, Rakesh Varma, Rajendra Kumar Srivastava   +2 more
exaly   +2 more sources

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.
openaire   +2 more sources

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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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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On the behavior of sole plates in steel girders

Thin-Walled Structures, 2004
Elastomeric bearing systems (elastomeric bearing pads or steel-reinforced elastomeric bearings) are used widely as a low cost option as well as for minimal maintenance. In elastomeric bearing components, the sole plates are important so as to resist not only compression but also flexural stresses due to bending of bridge girders and local stress ...
D.Y. Yoon, C.H. Yoo, S.C. Lee
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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 response of stainless steel plate girders

Engineering Structures, 2007
Resistance to shear is one of the most important load cases to be considered when designing slender steel plated structures, but this issue has not been widely studied in stainless steel structures due to its recent introduction into construction as structural material.
E. Real, E. Mirambell, I. Estrada
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Calibration of Design Procedures for Steel Plate Girders

Advances in Structural Engineering, 1997
Test data for plate girders failing in shear have been used as the basis for a calibration of the two design procedures given in Eurocode 3 (EC3). The shear buckling resistances predicted by the simple post-critical and tension field methods were used in a modification of the Annex Z method for determining the numerical values of partial safety factors
D.A. Nethercot, M.P. Byfield
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Plate Girders with Corrugated Steel Webs

Engineering Journal, 2005
Girders with corrugated steel webs represent a new innovative system which has emerged in the past decade, especially for short span bridges. The new system combines the usage of corrugated steel plates as webs and either steel or reinforced/prestressed concrete slabs as flanges.
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