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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Thin-Walled Structures - v. 47, n. 6-7 (juin 2009)

Publié:	juin 2009

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Han, Lin-Hai / Huang, Hong / Zhao, Xiao-Ling	Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading	668-680
Xiao, Xinran / Botkin, Mark E. / Johnson, Nancy L.	Axial crush simulation of braided carbon tubes using MAT58 in LS-DYNA	740-749
Zhang, X. W. / Tian, Q. D. / Yu, T. X.	Axial crushing of circular tubes with buckling initiators	788-797
Bui, H. C.	Buckling analysis of thin-walled sections under general loading conditions	730-739
Casafont, Miquel / Marimon, Frederic / Pastor, Maria Magdalena	Calculation of pure distortional elastic buckling loads of members subjected to compression via the finite element method	701-729
Theofanous, M. / Chan, T. M. / Gardner, L.	Flexural behaviour of stainless steel oval hollow sections	776-787
Xu, Lei / Sultana, Papia / Zhou, Xuhong	Flexural strength of cold-formed steel built-up box sections	807-815
Moazed, R. / Szyszkowski, W. / Fotouhi, R.	The in-plane behaviour and FE modeling of a T-joint connection of thin-walled square tubes	816-825
Pellegrino, Carlo / Maiorana, Emanuele / Modena, Claudio	Linear and non-linear behaviour of steel plates with circular and rectangular holes under shear loading	607-616
Poonaya, S. / Teeboonma, U. / Thinvongpituk, C.	Plastic collapse analysis of thin-walled circular tubes subjected to bending	637-645
Nowzartash, Farhood / Mohareb, Magdi	Plastic interaction relations for elliptical hollow sections	681-691
Sweedan, Amr M. I. / El Damatty, Ashraf A.	Simplified procedure for design of liquid-storage combined conical tanks	750-759
Bedair, O.	Stability of web plates in W-shape columns accounting for flange/web interaction	768-775
Zhao, X. L. / Packer, J. A.	Tests and design of concrete-filled elliptical hollow section stub columns	617-628

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IssueID
34159
Publié(e) le:
23.11.2019
Modifié(e) le:
23.11.2019

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