Shear capacity of stiffened plate girders with compression tubular flanges and slender webs-Reference-Cited by-同舟云学术

Shear capacity of stiffened plate girders with compression tubular flanges and slender webs

Published:2013-09 Issue: Volume:70 Page:81-92
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Hassanein M.F.,Kharoob O.F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Lateral-distorsional buckling of hollow flange beams;Pi;Journal of Structural Engineering ASCE,1997

2. Finite-element analysis of hollow flange beams with web stiffeners;Avery;Journal of Structural Engineering ASCE,1997

3. Flexural strength of tubular flange girders;Dong;Journal of Constructional Steel Research,2009

4. Wassef WG, Ritchie PA, Kulicki JM, Girders with corrugated webs and tubular flanges-an innovative bridge system. In: Proceedings of the 14th annual meeting international bridge conference, pp. 425–32; 1997.

5. Smith A., Design of HPS bridge girders with tubular flanges. MS thesis, Lehigh University, Bethlehem (PA, USA); 2001.

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