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

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Steel and Composite Structures (SCS) - v. 22, n. 2 (2016)

Publié:	2016

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Li, Dongxu / Uy, Brian / Patel, Vipul / Aslani, Farhad	Behaviour and design of demountable steel column-column connections	429-448
Khayat, Majid / Poorveis, Davood / Moradi, Shapour	Buckling analysis of laminated composite cylindrical shell subjected to lateral displacement-dependent pressure using semi-analytical finite strip method	301-321
Wang, Jing / Li, Shucai / Zhu, Weishen / Li, Liping	Developing brittle transparent materials with 3D fractures and experimental study	399-409
Moradi-Dastjerdi, Rasool / Momeni-Khabisi, Hamed	Dynamic analysis of functionally graded nanocomposite plates reinforced by wavy carbon nanotube	277-299
Alzahrani, Faris S. / Abbas, Ibrahim A.	The effect of magnetic field on a thermoelastic fiber-reinforced material under GN-III theory	369-386
Xue, Jianyang / Qi, Liangjie	Experimental studies on steel frame structures of traditional-style buildings	235-255
Han, Qing-Hua / Wang, Yi-Hong / Xu, Jie / Xing, Ying	Fatigue behavior of stud shear connectors in steel and recycled tyre rubber-filled concrete composite beams	353-368
Wu, Xiangguo / Lin, Yang	Flexural behavior of UHPC-RC composite beam	387-398
Hadianfard, Mohammad Ali / Khakzad, Ali Reza	Inelastic buckling and post-buckling behavior of gusset plate connections	411-427
Houari, Mohammed Sid Ahmed / Tounsi, Abdelouahed / Bessaim, Aicha / Mahmoud, S. R.	A new simple three-unknown sinusoidal shear deformation theory for functionally graded plates	257-276
Wu, Yun-tian / Kang, Dao-yang / Su, Yi-ting / Yang, Yeong-bin	Seismic behavior of composite walls with encased steel truss	449-472
Hantouche, Elie G. / Mouannes, Elie N.	Strength and stiffness modeling of extended endplate connections with circular and rectangular bolt configurations	323-352
Rong, Bin / You, Guangchao / Zhang, Ruoyu / Feng, Changxi / Liu, Rui	Studies on T-Shaped composite columns consist of multi separate concrete-filled square tubular steel sections under eccentric axial load	217-234

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IssueID
32963
Publié(e) le:
06.10.2019
Modifié(e) le:
06.10.2019

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