Effect of connection transverse reinforcement on the behavior of GFRP-RC T-connections: Numerical investigation-Reference-Cited by-同舟云学术

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Effect of connection transverse reinforcement on the behavior of GFRP-RC T-connections: Numerical investigation

Published:2023-01 Issue: Volume:363 Page:129827
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Safdar Muhammad,Sheikh M. Neaz,Hadi Muhammad N.S.

Funder

Higher Education Commission, Pakistan

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference48 articles.

1. Behaviour of FRP reinforced concrete beam-column joints under cyclic loading;Sharbatdar,2007

2. Use of FRP for RC frames in seismic zones: Part II. Performance of steel-free GFRP-reinforced beam-column joints;Said;Appl. Compos. Mater.,2004

3. Damage characterization of beam-column joints reinforced with GFRP under reversed cyclic loading;Said;Smart Struct. Syst.,2009

4. Seismic Behavior of Beam-Column Joints Reinforced with GFRP Bars and Stirrups;Mady;J. Compos. Constr.,2011

5. Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups;Hasaballa;Can. J. Civ. Eng.,2011

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. Finite element analysis to predict the cyclic performance of GFRP-RC exterior joints with diagonal bars;Journal of Building Engineering;2023-04

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