Seismic performance evaluation of steel beam to concrete confined with FRP tube column connections-Reference-Cited by-同舟云学术

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Seismic performance evaluation of steel beam to concrete confined with FRP tube column connections

Published:2022-05-10 Issue:5 Volume:23 Page:665-693
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Menge Baye Y.,Aure Temesgen Wondimu^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s42107-022-00448-6.pdf

Reference74 articles.

1. ACI Committee 318. (2014). Building code requirements for structural concrete. American Concrete Institute, Farmington Hills, MI 48331, USA.

2. ACI Committee 440.2R. (2008). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. American Concrete Institute, Farmington Hills, MI 48331, USA.

3. Ali-Ahmad, M., Subramaniam, K., & Ghosn, M. (2006). Experimental investigation and fracture analysis of debonding between concrete and FRP sheets. Journal of Engineering Mechanics, 132(9), 914–923.

4. Ali, A. M., & Masmoudi, R. (2019). Experimental and analytical investigation of new concrete filled FRP tube beam-column connections. Engineering Structures, 191, 311–322.

5. AS 4100–1998. (1998). Steel structures. Standards Association of Australia.

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1. Investigation of uniaxial tensile and compressive behavior of SFRC;Asian Journal of Civil Engineering;2022-11-28

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