Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls-Reference-Cited by-同舟云学术

Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls

Published:2024-02-28 Issue:2 Volume:22 Page:86-102
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fathalla Eissa¹²,Ringeisen Bertrand³,Lenges Marc³,Mihaylov Boyan²

Affiliation:

1. Structural Engineering Department, Cairo University, Giza 12613, Egypt.

2. Urban and Environmental Research Unit (UEE), University of Liège, Building B52, Quartier Polytech 1, Allée de la Découverte 9, B-4000 Liège, Belgium.

3. Spurgin Leonhart, Route de Strasbourg BP 20151, 67603 Selestat Cedex, France.

Publisher

Japan Concrete Institute

Link

https://www.jstage.jst.go.jp/article/jact/22/2/22_86/_pdf

Reference22 articles.

1. 1) Adesina, A., (2020). “Recent advances in the concrete industry to reduce its carbon dioxide emissions.” Environmental Challenges, 1, 100004.

2. 2) Correlated Solutions, (2023). “VIC-3D photo processing software [online].” Irmo, South Carolina: Correlated Solutions Inc. Available from: <https://www.correlatedsolutions.com/vic-3d >.

3. 3) Fathalla, E. and Mihaylov, B., (2022). “Simplified three-parameter kinematic theory for shear strength of short reinforced concrete walls.” Journal of Advanced Concrete Technology, 20(8), 507-524.

4. 4) Gere, J. M. and Timoshenko, S. P., (1984). “Mechanics of materials.” 2^nd ed. Monterey, California: Brooks/Cole Engineering Division.

5. 5) Greifenhagen, C. and Lestuzzi, P., (2005). “Static cyclic tests on lightly reinforced concrete shear walls.” Engineering Structures, 27(11), 1703-1712.

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