Flexural properties of concrete-filled, double-skin, square-hollow-section tubular beams-Reference-Cited by-同舟云学术

Flexural properties of concrete-filled, double-skin, square-hollow-section tubular beams

Published:2021-01-04 Issue: Volume: Page:1-13
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Ashraf Wahab¹,Usman Muhammad²,Farooq Syed Hassan³,Ullah Najeeb¹,Saleem Sajid⁴

Affiliation:

1. Postgraduate student, School of Civil and Environmental Engineering, National University of Sciences and Technology, Islamabad, Pakistan

2. Assistant Professor, School of Civil and Environmental Engineering, National University of Sciences and Technology, Islamabad, Pakistan (corresponding author: )

3. Professor, School of Civil and Environmental Engineering, National University of Sciences and Technology, Islamabad, Pakistan

4. Assistant Professor, Department of Electrical Engineering Technology,National University of Technology, Islamabad, Pakistan

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.19.00190

Reference51 articles.

1. Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns

2. ACI (American Concrete Institute) (2004) 440.3R-04: Guide test methods for fiber-reinforced polymers (frps) for reinforcing or strengthening concrete structures. American Concrete Institute, Farmington Hills, MI, USA

3. ACI (2011) Building code requirements for structural concrete (ACI 318-11) and commentary, section 11.7. American Concrete Institute, Farmington Hills, MI, USA.

4. Enhancing Lateral Load Performance of Traditional Timber Wall (Dhajji-Dewari) by Strengthening of joints

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