Experimental investigation on the behaviour of FRP strengthened square hollow section steel members under monotonic and cyclic loading-Reference-Cited by-同舟云学术

Experimental investigation on the behaviour of FRP strengthened square hollow section steel members under monotonic and cyclic loading

Published:2023-08-04 Issue: Volume: Page:1-13
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tafsirojjaman T.¹²³,Wirth Nicholas²,Thambiratnam David P²,Sulong N.H Ramli²,Manalo Allan³,Fawzia Sabrina²

Affiliation:

1. School of Architecture and Civil Engineering, University of Adelaide, Adelaide, Australia

2. School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane, Australia

3. Centre for Future Materials (CFM), School of Civil Engineering and Surveying, University of Southern Queensland, Toowoomba, Australia

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2241042

Reference57 articles.

1. Use of Fiber-Reinforced Polymer Composite Elements to Enhance Structural Steel Member Ductility

2. FE modeling of FRP strengthened CHS members subjected to lateral impact

3. Experimental Study on FRP-Strengthened Steel Tubular Members under Lateral Impact

4. Cyclic and seismic response of flexibly jointed frames

5. ANSI/AISC 341-16. (2016). Seismic provisions for structural steel buildings. Chicago, IL: American Institute of Steel Construction.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and numerical studies on AFRP-reinforced thin-walled tubes under axial impact loading;International Journal of Impact Engineering;2024-08