Thin-Walled Structures - avril 2016

Publié:	avril 2016

Auteur(s)	Titre	Page(s)
Wang, Rui / Han, Lin-Hai / Zhao, Xiao-Ling / Rasmussen, Kim J. R.	Analytical behavior of concrete filled double steel tubular (CFDST) members under lateral impact	129-140
Fan, Haigui / Chen, Zhiping / Cheng, Jian / Huang, Song / Feng, Wenzhuo / Liu, Lige	Analytical research on dynamic buckling of thin cylindrical shells with thickness variation under axial pressure	213-221
Wang, Zhi-Bin / Tao, Zhong / Li, De-Shan / Han, Lin-Hai	Cyclic behaviour of novel blind bolted joints with different stiffening elements	157-168
Ye, Jun / Hajirasouliha, Iman / Becque, Jurgen / Pilakoutas, Kypros	Development of more efficient cold-formed steel channel sections in bending	1-13
Hegyi, Péter / Dunai, László	Experimental investigations on ultra-lightweight-concrete encased cold-formed steel structures	100-108
Nassirnia, Mohammad / Heidarpour, Amin / Zhao, Xiao-Ling / Minkkinen, Jussi	Innovative hollow columns comprising corrugated plates and ultra high-strength steel tubes	14-25
Baleshan, Balachandren / Mahendran, Mahen	Numerical study of high strength LSF floor systems in fire	85-99
Yu, Tiantang / Yin, Shuohui / Bui, Tinh Quoc / Xia, Shifeng / Tanaka, Satoyuki / Hirose, Sohichi	NURBS-based isogeometric analysis of buckling and free vibration problems for laminated composites plates with complicated cutouts using a new simple FSDT theory and level set method	141-156
Martins, A. D. / Dinis, P. B. / Camotim, D.	On the influence of local-distortional interaction in the behaviour and design of cold-formed steel web-stiffened lipped channel columns	181-204
Zhao, Ou / Gardner, Leroy / Young, Ben	Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling	231-239

Auteur(s)

Titre

Page(s)

Wang, Rui / Han, Lin-Hai / Zhao, Xiao-Ling / Rasmussen, Kim J. R.

Analytical behavior of concrete filled double steel tubular (CFDST) members under lateral impact

129-140

Fan, Haigui / Chen, Zhiping / Cheng, Jian / Huang, Song / Feng, Wenzhuo / Liu, Lige

Analytical research on dynamic buckling of thin cylindrical shells with thickness variation under axial pressure

213-221

Wang, Zhi-Bin / Tao, Zhong / Li, De-Shan / Han, Lin-Hai

Cyclic behaviour of novel blind bolted joints with different stiffening elements

157-168

Ye, Jun / Hajirasouliha, Iman / Becque, Jurgen / Pilakoutas, Kypros

Development of more efficient cold-formed steel channel sections in bending

1-13

Hegyi, Péter / Dunai, László

Experimental investigations on ultra-lightweight-concrete encased cold-formed steel structures

100-108

Nassirnia, Mohammad / Heidarpour, Amin / Zhao, Xiao-Ling / Minkkinen, Jussi

Innovative hollow columns comprising corrugated plates and ultra high-strength steel tubes

14-25

Baleshan, Balachandren / Mahendran, Mahen

Numerical study of high strength LSF floor systems in fire

85-99

Yu, Tiantang / Yin, Shuohui / Bui, Tinh Quoc / Xia, Shifeng / Tanaka, Satoyuki / Hirose, Sohichi

NURBS-based isogeometric analysis of buckling and free vibration problems for laminated composites plates with complicated cutouts using a new simple FSDT theory and level set method

141-156

Martins, A. D. / Dinis, P. B. / Camotim, D.

On the influence of local-distortional interaction in the behaviour and design of cold-formed steel web-stiffened lipped channel columns

181-204

Zhao, Ou / Gardner, Leroy / Young, Ben

Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling

231-239

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Thin-Walled Structures - avril 2016

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Thin-Walled Structures - avril 2016

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.