Experimental, Numerical, and Theoretical Analysis of the Behavior of Corroded Two-Way Rc Slab-Column Joints Strengthened with Thin-Ply Glass/Carbon Hybrid Frp Composites-Reference-Cited by-同舟云学术

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Experimental, Numerical, and Theoretical Analysis of the Behavior of Corroded Two-Way Rc Slab-Column Joints Strengthened with Thin-Ply Glass/Carbon Hybrid Frp Composites

Published:2024 Issue: Volume: Page:
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Author:

M. Gomaa Ahmed,Ahmed Manar A.,Khafaga Sherif A.,Lotfy Ehab M.,Hosny Sally

Publisher

Elsevier BV

Reference63 articles.

1. Punching shear strength of corroded reinforced concrete slab-column connections;K Qian;Journal of Building Engineering,2021

2. Seismic performance of flat plate structure with steel capital;L Wang;ACI Structural Journal,2019

3. Experimental , numerical , and theoretical study of punching shear capacity of corroded reinforced concrete slab-column joints;A M Gomaa;Eng Struct,2023

4. Residual punching shear capacity of corroded reinforced concrete slabs;Z Yang,2023

5. Effect of slab gravity load on slab-column connection with different compressive strengths;S H Choi;Journal of Building Engineering,2021

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