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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. 9 (septembre 2007)

Publié:	septembre 2007

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Kato, Shiro / Yamashita, Tetsuo / Nakazawa, Shoji / Kim, Yun-Beom / Fujibayashi, Atsushi	Analysis based evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice domes	1219-1227
Lam, Dennis	Capacities of headed stud shear connectors in composite steel beams with precast hollowcore slabs	1160-1174
Danesh, F. / Pirmoz, A. / Daryan, A. Saedi	Effect of shear force on the initial stiffness of top and seat angle connections with double web angles	1208-1218
Shi, Yongjiu / Shi, Gang / Wang, Yuanqing	Experimental and theoretical analysis of the moment–rotation behaviour of stiffened extended end-plate connections	1279-1293
Girão Coelho, Ana M. / Bijlaard, Frans S. K.	Experimental behaviour of high strength steel end-plate connections	1228-1240
Bouazaoui, L. / Perrenot, G. / Delmas, Y. / Li, A.	Experimental study of bonded steel concrete composite structures	1268-1278
Yang, Z. M. / Lie, S. T. / Gho, W. M.	Fatigue crack growth analysis of a square hollow section T-joint	1184-1193
Tangaramvong, S. / Tin-Loi, F.	Limit analysis of strain softening steel frames under pure bending	1151-1159
Li, Guoqiang / Wang, Peijun / Shouchao, Jiang	Non-linear finite element analysis of axially restrained steel beams at elevated temperatures in a fire	1175-1183
Zhang, Sumei / Liu, Jiepeng	Seismic behavior and strength of square tube confined reinforced-concrete (STRC) columns	1194-1207
Cabrero, J. M. / Bayo, E.	The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation	1241-1253
Cabrero, J. M. / Bayo, E.	The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation	1254-1267

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IssueID
28099
Publié(e) le:
01.03.2019
Modifié(e) le:
03.08.2019

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