Seismic response of RC short columns strengthened by high-strength stainless steel wire rope meshes reinforced ECC jacket-Reference-Cited by-同舟云学术

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Seismic response of RC short columns strengthened by high-strength stainless steel wire rope meshes reinforced ECC jacket

Published:2024-08 Issue: Volume:439 Page:137419
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wei Yaoxin,Li Ke^ORCID,Fan Jiajun,Li Yunpu,Li Shiwei

Publisher

Elsevier BV

Reference56 articles.

1. Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China;Zhao;Eng. Struct.,2009

2. Seismic performance of CFRP-retrofitted large-scale square RC columns with high axial compression ratios;Wang;J. Compos Constr.,2017

3. Size effect on the seismic performance of high-strength reinforced concrete columns with different shear span-to-depth ratios;Yu;Math. Probl. Eng.,2018

4. Seismic behaviour of shear critical square RC columns strengthened by large rupture strain FRP;Mei;Eng. Struct.,2023

5. Seismic performance of full-scale UHPC-jacket-strengthened RC columns under high axial loads;Shao;Eng. Struct.,2021

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