Advances in Structural Engineering - v. 27, n. 5 (février 2024)

Publié:	février 2024

Auteur(s)	Titre	Page(s)
Xia, Qi / Zhou, Jiang-wei / Yang, Ya-ru / Wang, Lin-qing / Zhang, Jian	Bearing condition assessment of a simply elastic supported beam based on impact vibration testing	819-834
Hu, Song / Zhou, Li / Huang, Yong	Cold–formed thin–walled steel walls filled with phosphogypsum subjected to lateral cyclic loading: testing and analysis	796-818
AL-Khafaji, Ali Ghanim Abbas / Muhammed, Sabah Hashim / Jadooe, Awad / Abdulredha, Muhammad	Effect of strengthening by carbon fiber reinforced polymer sheets on the flexural behavior of reinforced self-compacting concrete beams under repeated loads	854-870
Li, Jiajing / Wu, Qiaoyun / Weng, Shun	Efficient calculation of higher order time history response derivatives by substructuring method	758-774
Terzioglu, Hilal / Eryilmaz Yildirim, Meltem / Karagoz, Omer / Ünlüoğlu, Eşref / Doğan, Mizan	Flexural behavior of concrete beams hybrid-reinforced with glass fiber-reinforced polymer, carbon fiber-reinforced polymer, and steel rebars	775-795
Liu, Jinlong / Chen, Chen / Lin, Junqi / Yang, Zhile	A new constitutive model of shape memory alloy and its seismic mitigation capacity compared with existing models	835-853
Karthik, C. / Anbarasu, M. / Dar, Mohammad Adil	Reliable design rules for cold-formed ferritic stainless steel closed built-up beams	722-742
Van Cao, Vui / Ngo, Sang Tan	Residual axial strength of reinforced concrete columns after exposure to standard and non-standard fires	709-721
Ali Al-Tameemi, Saif Khudhair / Al-hasany, Ehab G. / Mohammad, Hussein Kareem / Jabir, Hussain A. / Ibrahim, Teghreed H. / Allawi, Abbas A. / El-Zohairy, Ayman	Simulation and design model for reinforced concrete slabs with lacing systems	871-892

Auteur(s)

Titre

Page(s)

Xia, Qi / Zhou, Jiang-wei / Yang, Ya-ru / Wang, Lin-qing / Zhang, Jian

Bearing condition assessment of a simply elastic supported beam based on impact vibration testing

819-834

Hu, Song / Zhou, Li / Huang, Yong

Cold–formed thin–walled steel walls filled with phosphogypsum subjected to lateral cyclic loading: testing and analysis

796-818

AL-Khafaji, Ali Ghanim Abbas / Muhammed, Sabah Hashim / Jadooe, Awad / Abdulredha, Muhammad

Effect of strengthening by carbon fiber reinforced polymer sheets on the flexural behavior of reinforced self-compacting concrete beams under repeated loads

854-870

Li, Jiajing / Wu, Qiaoyun / Weng, Shun

Efficient calculation of higher order time history response derivatives by substructuring method

758-774

Terzioglu, Hilal / Eryilmaz Yildirim, Meltem / Karagoz, Omer / Ünlüoğlu, Eşref / Doğan, Mizan

Flexural behavior of concrete beams hybrid-reinforced with glass fiber-reinforced polymer, carbon fiber-reinforced polymer, and steel rebars

775-795

Liu, Jinlong / Chen, Chen / Lin, Junqi / Yang, Zhile

A new constitutive model of shape memory alloy and its seismic mitigation capacity compared with existing models

835-853

Karthik, C. / Anbarasu, M. / Dar, Mohammad Adil

Reliable design rules for cold-formed ferritic stainless steel closed built-up beams

722-742

Van Cao, Vui / Ngo, Sang Tan

Residual axial strength of reinforced concrete columns after exposure to standard and non-standard fires

709-721

Ali Al-Tameemi, Saif Khudhair / Al-hasany, Ehab G. / Mohammad, Hussein Kareem / Jabir, Hussain A. / Ibrahim, Teghreed H. / Allawi, Abbas A. / El-Zohairy, Ayman

Simulation and design model for reinforced concrete slabs with lacing systems

871-892

Publicité

Advances in Structural Engineering - v. 27, n. 5 (février 2024)

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Advances in Structural Engineering - v. 27, n. 5 (février 2024)

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.