Lateral-torsional buckling study of a continuous, skewed, steel bridge during deck placement

ISSN： 1573-2487

Source： Bridge Structures: Assessment, Vol.4, Iss.1, 2008-03, pp. : 15-22

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Lateral-torsional buckling of prismatic beams with continuous top-flange bracing

By Park J.S. Stallings J.M. Kang Y.J.

Journal of Constructional Steel Research, Vol. 60, Iss. 2, 2004-02 ,pp. : 147-160

Elsevier

Access to resources Recommend Favorite

Inelastic lateral-torsional buckling capacity of corroded web opening steel beams using artificial neural networks

By Tohidi Sajjad Sharifi Yasser

The IES Journal Part A: Civil & Structural Engineering, Vol. 8, Iss. 1, 2015-01 ,pp. : 24-40

Taylor & Francis Ltd

Access to resources Recommend Favorite

The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature

By Vila Real P.M.M. Cazeli R. Simoes da Silva L. Santiago A. Piloto P.

Journal of Constructional Steel Research, Vol. 60, Iss. 3, 2004-03 ,pp. : 783-793

Elsevier

Access to resources Recommend Favorite

Five Steel-Free Bridge Deck Slabs in Canada

By Bakht Baidar Mufti Aftab A.

Structural Engineering International, Vol. 8, Iss. 3, 1998-08 ,pp. : 196-200

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

A new concept of orthotropic steel bridge deck

By Tang Man-Chung

Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycl, Vol. 7, Iss. 7-8, 2011-07 ,pp. : 587-595

Taylor & Francis Ltd

Access to resources Recommend Favorite