Experimental work of effect of openings on the post-tensioned flat slab

Autor: Amal Zamrawi, Ata El-Kareim Shoeib, Angelos Ibrahim, Samir M. Ahmed

Publikováno v: Frattura ed Integrità Strutturale, Vol 18, Iss 67, Pp 292-310 (2024)

This study aims to evaluate the effect of various parameters on the behavior of the reinforced concrete flat slabs and the contribution of each design element in the punching shear strength. This research presents experimental results of tested post-

Externí odkaz: https://doaj.org/article/ca10cac375bd4d29b19bafe56c5d07f5

A Numerical Study on the Effect of Position and Number of Openings on the Performance of Composite Steel Shear Walls

Autor: Baitollah Badarloo, Faezeh Jafari

Publikováno v: Buildings, Vol 8, Iss 9, p 121 (2018)

Use of composite steel shear walls (CSSW) in earthquake-resistant structures has grown in recent years. However, no thorough information exists on their performance, especially in cases where openings are present. In the present study, in order to fi

Externí odkaz: https://doaj.org/article/e1011996f60d42f49249a2495c3408c6

Concrete-filled twin-layer steel-sheet CWs system: A systematic review of the literature

Autor: Salam J. Hilo, Mohd. Yazmil Md. Yatim, Mustafa M. Ali, Siti Aminah Osman, Al Zand Aw, Faesal Alatshana

Publikováno v: Latin American Journal of Solids and Structures v.18 n.6 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 18, Issue: 6, Article number: e394, Published: 20 OCT 2021

Recently, the concrete-filled twin-layer steel-sheet composite wall systems (TSCWs) ‎have become recommended by the engineers in the modern structures, since it has high ‎energy absorption, ductility, and capacity compared to the corresponding co

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18e20eb07b841e7f409d1d5e5db369bf
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000600507

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