Lateral-torsional buckling strength and behaviour of high-strength steel corrugated web girders for bridge construction-Reference-Cited by-同舟云学术

Lateral-torsional buckling strength and behaviour of high-strength steel corrugated web girders for bridge construction

Published:2018-01 Issue: Volume:122 Page:112-123
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Elkawas A.A.,Hassanein M.F.,Elchalakani Mohamed

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference49 articles.

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2. S. Ikeda, M. Sakurada, Development of hybrid prestressed concrete bridges with corrugated steel web plates, in: Proceedings of the 30th Conference on Our World in Concrete & Structures, Singapore, 23–24 August, 2005, Online version: 〈http://cipremier.com/100030003〉.

3. Shear strength and design of trapezoidally corrugated steel webs;Moon;J. Constr. Steel Res.,2009

4. Shear analysis and design of high-strength steel corrugated web girders for bridge design;Hassanein;Eng. Struct.,2017

5. Lateral torsional buckling of beams with trapezoidally corrugated webs;Lindner;Stab. Steel Struct.,1990

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