Steel and Composite Structures
Volume 30, Number 3, 2019, pages 271-280
DOI: 10.12989/scs.2019.30.3.271
Computational and experimental analysis of beam to column joints reinforced with CFRP plates
Zhenyan Luo , Hamid Sinaei , Zainah Ibrahim , Mahdi Shariatit , Zamin Jumaat , Karzan Wakil , Binh Thai Pham , Edy Tonnizam Mohamad , Majid Khorami
Abstract
Key Words
CFRP plate; plastic hinge relocation; finite element; rehabilitation; strengthening
Address
- (1) Zhenyan Luo — School of Resources and Safety Engineering, Central South University, Changsha, 410083, China; (2) Hamid Sinaei, Zainah Ibrahim, Mahdi Shariati
- , Zamin Jumaat — Department of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; (3) Mahdi Shariati: Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran
- (4) Karzan Wakil — Research Center, Sulaimani Polytechnic University, Sulaimani 46001, Kurdistan Region, Iraq
- (5) Binh Thai Pham — Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam
- (6) Edy Tonnizam Mohamad — of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia
- (7) Majid Khorami — Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador.
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