Comparative Study of Shear-Span-To-Depth and Reinforcement Ratio on High-Strength Concrete Beams
By:
Authors
Afsar Ali
afsar.ali@students.uettaxila.edu.pk
Department of Civil Engineering, University of Engineering & Technology, Taxila, Pakistan
Matiullah,
Department of Civil and Environmental Engineering, Qatar University
Aïssa Rezzoug
College of Engineering at Imam Mohammad Ibn Saud Islamic University (IMSIU) in Riyadh, Saudi Arabia
Irfan Ullah
Department of Civil and Environmental Engineering, Qatar University
Atif Khan
University of Louisiana at Lafayette, USA
Khizar Hayat
Department of Civil Engineering, University of Engineering & Technology, Taxila, Pakistan
Qadir Bux Alias Imran Latif Qureshi
Department of Civil and Environmental Engineering, College of Engineering and Architecture, University of Nizwa, Nizwa, Oman
Language: English
Page range: 65 - 78
Published on: Mar 17, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
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© 2025 Afsar Ali, Matiullah,, Aïssa Rezzoug, Irfan Ullah, Atif Khan, Khizar Hayat, Qadir Bux Alias Imran Latif Qureshi, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.