Steel and Composite Structures (SCS) - v. 20, n. 5 (2016)

Publié:	2016

Auteur(s)	Titre	Page(s)
Abbas, Ibrahim A. / Kumar, Rajneesh	2D deformation in initially stressed thermoelastic half-space with voids	1103-1117
Lee, Dongkyu	Additive 2D and 3D performance ratio analysis for steel outrigger alternative design	1133-1153
López-Barraza, Arturo / Ruiz, Sonia E. / Reyes-Salazar, Alfredo / Bojórquez, Edén	Demands and distribution of hysteretic energy in moment resistant self-centering steel frames	1155-1171
Yurddaskal, Melis / Baba, Buket Okutan	The effect of curvature on the impact response of foam-based sandwich composite panels	983-997
Pokharel, Tilak / Yao, Huang / Goldsworthy, Helen M. / Gad, Emad F.	Experimental and analytical behaviour of cogged bars within concrete filled circular tubes	1067-1085
Zhou, Wangbao / Jiang, Lizhong / Huang, Zhi / Li, Shujin	Flexural natural vibration characteristics of composite beam considering shear deformation and interface slip	1023-1042
Javed, Saira / Viswanathan, K. K. / Aziz, Z. A.	Free vibration analysis of composite cylindrical shells with non-uniform thickness walls	1087-1102
Darabi, A. / Vosoughi, Ali R.	A hybrid inverse method for small scale parameter estimation of FG nanobeams	1119-1131
Gholami, M. / Sam, A. R. Mohd / Marsono, A. K. / Tahir, M. M. / Faridmehr, I.	Performance of steel beams strengthened with pultruded CFRP plate under various exposures	999-1022
Ahouel, Mama / Houari, Mohammed Sid Ahmed / Adda bedia, E. A. / Tounsi, Abdelouahed	Size-dependent mechanical behavior of functionally graded trigonometric shear deformable nanobeams including neutral surface position concept	963-981
Alankaya, Veysel / Oktem, Ahmet Sinan	Static analysis of laminated and sandwich composite doubly-curved shallow shells	1043-1066

Auteur(s)

Titre

Page(s)

Abbas, Ibrahim A. / Kumar, Rajneesh

2D deformation in initially stressed thermoelastic half-space with voids

1103-1117

Lee, Dongkyu

Additive 2D and 3D performance ratio analysis for steel outrigger alternative design

1133-1153

López-Barraza, Arturo / Ruiz, Sonia E. / Reyes-Salazar, Alfredo / Bojórquez, Edén

Demands and distribution of hysteretic energy in moment resistant self-centering steel frames

1155-1171

Yurddaskal, Melis / Baba, Buket Okutan

The effect of curvature on the impact response of foam-based sandwich composite panels

983-997

Pokharel, Tilak / Yao, Huang / Goldsworthy, Helen M. / Gad, Emad F.

Experimental and analytical behaviour of cogged bars within concrete filled circular tubes

1067-1085

Zhou, Wangbao / Jiang, Lizhong / Huang, Zhi / Li, Shujin

Flexural natural vibration characteristics of composite beam considering shear deformation and interface slip

1023-1042

Javed, Saira / Viswanathan, K. K. / Aziz, Z. A.

Free vibration analysis of composite cylindrical shells with non-uniform thickness walls

1087-1102

Darabi, A. / Vosoughi, Ali R.

A hybrid inverse method for small scale parameter estimation of FG nanobeams

1119-1131

Gholami, M. / Sam, A. R. Mohd / Marsono, A. K. / Tahir, M. M. / Faridmehr, I.

Performance of steel beams strengthened with pultruded CFRP plate under various exposures

999-1022

Ahouel, Mama / Houari, Mohammed Sid Ahmed / Adda bedia, E. A. / Tounsi, Abdelouahed

Size-dependent mechanical behavior of functionally graded trigonometric shear deformable nanobeams including neutral surface position concept

963-981

Alankaya, Veysel / Oktem, Ahmet Sinan

Static analysis of laminated and sandwich composite doubly-curved shallow shells

1043-1066

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Steel and Composite Structures (SCS) - v. 20, n. 5 (2016)

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Steel and Composite Structures (SCS) - v. 20, n. 5 (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.

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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.