Thin-Walled Structures - septembre 2017

Publié:	septembre 2017

Auteur(s)	Titre	Page(s)
Martins, André Dias / Landesmann, Alexandre / Camotim, Dinar / Dinis, Pedro Borges	Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design	196-213
Sá, Mário F. / Silvestre, Nuno / Correia, João R. / Guerreiro, Luís / Gomes, Augusto M.	Dynamic behaviour of a GFRP-steel hybrid pedestrian bridge in serviceability conditions. Part 2: Numerical and analytical study	113-123
Sun, Guangyong / Pang, Tong / Xu, Chenglong / Zheng, Gang / Song, Jie	Energy absorption mechanics for variable thickness thin-walled structures	214-228
Xiong, Zhe / Guo, Xiaonong / Luo, Yongfeng / Zhu, Shaojun / Liu, Yipeng	Experimental and numerical studies on single-layer reticulated shells with aluminium alloy gusset joints	124-136
Jáger, B. / Dunai, L. / Kövesdi, B.	Flange buckling behavior of girders with corrugated web Part I: Experimental study	181-195
Jáger, B. / Dunai, L. / Kövesdi, B.	Flange buckling behavior of girders with corrugated web Part II: Numerical study and design method development	238-252
Liu, Airong / Lu, Hanwen / Fu, Jiyang / Pi, Yong-Lin	Lateral-torsional buckling of fixed circular arches having a thin-walled section under a central concentrated load	46-55
Baroutaji, Ahmad / Sajjia, Mustafa / Olabi, Abdul-Ghani	On the crashworthiness performance of thin-walled energy absorbers: Recent advances and future developments	137-163
Keshtegar, Behrooz / Hao, Peng / Wang, Yutian / Li, Yangfan	Optimum design of aircraft panels based on adaptive dynamic harmony search	37-45
Shen, Hui-Shen / Xiang, Y. / Lin, Feng	Thermal buckling and postbuckling of functionally graded graphene-reinforced composite laminated plates resting on elastic foundations	229-237

Auteur(s)

Titre

Page(s)

Martins, André Dias / Landesmann, Alexandre / Camotim, Dinar / Dinis, Pedro Borges

Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design

196-213

Sá, Mário F. / Silvestre, Nuno / Correia, João R. / Guerreiro, Luís / Gomes, Augusto M.

Dynamic behaviour of a GFRP-steel hybrid pedestrian bridge in serviceability conditions. Part 2: Numerical and analytical study

113-123

Sun, Guangyong / Pang, Tong / Xu, Chenglong / Zheng, Gang / Song, Jie

Energy absorption mechanics for variable thickness thin-walled structures

214-228

Xiong, Zhe / Guo, Xiaonong / Luo, Yongfeng / Zhu, Shaojun / Liu, Yipeng

Experimental and numerical studies on single-layer reticulated shells with aluminium alloy gusset joints

124-136

Jáger, B. / Dunai, L. / Kövesdi, B.

Flange buckling behavior of girders with corrugated web Part I: Experimental study

181-195

Jáger, B. / Dunai, L. / Kövesdi, B.

Flange buckling behavior of girders with corrugated web Part II: Numerical study and design method development

238-252

Liu, Airong / Lu, Hanwen / Fu, Jiyang / Pi, Yong-Lin

Lateral-torsional buckling of fixed circular arches having a thin-walled section under a central concentrated load

46-55

Baroutaji, Ahmad / Sajjia, Mustafa / Olabi, Abdul-Ghani

On the crashworthiness performance of thin-walled energy absorbers: Recent advances and future developments

137-163

Keshtegar, Behrooz / Hao, Peng / Wang, Yutian / Li, Yangfan

Optimum design of aircraft panels based on adaptive dynamic harmony search

37-45

Shen, Hui-Shen / Xiang, Y. / Lin, Feng

Thermal buckling and postbuckling of functionally graded graphene-reinforced composite laminated plates resting on elastic foundations

229-237

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Thin-Walled Structures - septembre 2017

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Thin-Walled Structures - septembre 2017

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.