Computational and experimental analysis of beam to column joints reinforced with CFRP plates

Computational and experimental analysis of beam to column joints reinforced with CFRP plates

In this paper, numerical and experimental assessments have been conducted in order to investigate the capability of using CFRP for the seismic capacity improvement and relocation of plastic hinge in reinforced concrete connections. Two scaled down exterior reinforced concrete beam to column connecti...

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Bibliographic Details
Main Authors: Luo, Zhenyan, Sinaei, Hamid, Ibrahim, Zainah, Shariati, Mahdi, Jumaat, Zamin, Wakil, Karzan, Pham, Binh Thai, Mohamad, Edy Tonnizam, Khorami, Majid
Format: Article
Published: Techno Press 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/87835/
http://dx.doi.org/10.12989/scs.2019.30.3.271
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Institution: Universiti Teknologi Malaysia

Internet

http://eprints.utm.my/id/eprint/87835/
http://dx.doi.org/10.12989/scs.2019.30.3.271

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