The action of heated RC joints strengthened with a novel strategy combined CFRP and SSEMSM under a quasi-static cyclic load-Reference-Cited by-同舟云学术

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The action of heated RC joints strengthened with a novel strategy combined CFRP and SSEMSM under a quasi-static cyclic load

Published:2024-06 Issue: Volume:309 Page:118092
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Alkhawaldeh Ayah A.,Al-Rousan Rajai Z.

Funder

Jordan University of Science and Technology Deanship of Research

Jordan University of Science and Technology

Deanship of Scientific Research, University of Jordan

Deanship of Scientific Research, King Saud University

Publisher

Elsevier BV

Reference57 articles.

1. Uma, S.R., & Prasad, A.M. (2015). Seismic behavior of beam column joints in reinforced concrete moment resisting frames. Document No.: IITK-GSDMA-EQ32-V1. 0, Final Report: A-Earthquake Codes, IITK-GSDMA Project on Building Codes.

2. Mitra, N. (2007). An analytical study of reinforced concrete beam-column joint behavior under seismic loading (Vol. 68, No. 02).

3. Retrofitting external RC beam-column joints of an ordinary MRF through plastic hinge relocation using FRP laminates;Maheri,2019

4. Influence of beam-to-column linear stiffness ratio on failure mechanism of reinforced concrete moment-resisting frame structures;Su,2020

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