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

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Journal of Constructional Steel Research - v. 63, n. 1 (janvier 2007)

Publié:	janvier 2007

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Kim, Young-Ju / Oh, Sang-Hoon	Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections	24-36
Aydin, Ruhi / Doğan, Mizan	Elastic, full plastic and lateral torsional buckling analysis of steel single-angle section beams subjected to biaxial bending	13-23
Barszcz, A. M. / Gizejowski, M. A.	An equivalent stiffness approach for modelling the behaviour of compression members according to Eurocode 3	55-70
Khalaf, A. A. / Saka, M. P.	Evolutionary structural optimization of steel gusset plates	71-81
Jurkiewiez, B. / Braymand, S.	Experimental study of a pre-cracked steel–concrete composite beam	135-144
Lue, Dung M. / Liu, Jui-Ling / Yen, Tsong	Experimental study on rectangular CFT columns with high-strength concrete	37-44
Carden, Lyle P. / Pekcan, Gokhan / Itani, Ahmad M.	Flange and web limit states in beams subjected to patch loading	45-54
Bambach, M. R. / Rasmussen, K. J. R. / Ungureanu, V.	Inelastic behaviour and design of slender I-sections in minor axis bending	1-12
Yam, Michael C. H. / Zhong, Y. C. / Lam, Angus C. C. / Iu, V. P.	An investigation of the block shear strength of coped beams with a welded clip angle connection — Part I: Experimental study	96-115
Yam, Michael C. H. / Zhong, Y. C. / Lam, Angus C. C. / Iu, V. P.	An investigation of the block shear strength of coped beams with a welded clip angle connection — Part II: Numerical study	116-134
Packer, J. A. / Mashiri, F. R. / Zhao, X. L. / Willibald, S.	Static and fatigue design of CHS-to-RHS welded connections using a branch conversion method	82-95

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IssueID
28082
Publié(e) le:
01.03.2019
Modifié(e) le:
03.08.2019

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