Web buckling of high‐strength steel plate girders induced by bending curvature-Reference-Cited by-同舟云学术

Web buckling of high‐strength steel plate girders induced by bending curvature

Published:2020-04-16 Issue:2 Volume:13 Page:84-91
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:Steel Construction

Author:

de Deus Nascimento Sérgio Marcelo¹,Pedro José J. Oliveira¹,da Graça André Filipe Biscaya Semedo Pereira¹

Affiliation:

1. Instituto Superior Técnico – University of Lisbon CERIS, Civil Engineering Research & Innovation for Sustainability Avenida Rovisco Pais 1 1049‐001 Lisbon Portugal

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stco.202000015

Reference20 articles.

1. Reis A.;Oliveira Pedro J.;Baptista C.;Virtuoso F.;Vieira C.(2018)Optimal use of High‐strength Steel grades within bridge OPTIBRI. Report on Design C. European Commission Research Programme of Research Fund for Coal & Steel Grand agreement No. RFSR‐CT‐2014‐00026.Lisbon.

2. High Strength Steel S690 in highway bridges

3. Sinur F.(2011)Behaviour of longitudinally stiffened plated girders subjected to bending–shear interaction [PhD dissertation] Faculty of Civil & Geodetic Engineering University of Ljubljana Slovenia.

4. Buckling interaction of slender plates—Experimental and numerical investigations

5. The state of the art of steel and steel concrete composite straight plate girder bridges

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