Numerical simulation of interaction properties at wall-to-tie-column interface for confined masonry walls-Reference-Cited by-同舟云学术

Numerical simulation of interaction properties at wall-to-tie-column interface for confined masonry walls

Published:2024-01 Issue: Volume:411 Page:134139
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Gupta Akshay^ORCID,Singh Amit Kumar,Singhal Vaibhav^ORCID,Fayaz Ahmed K.K.

Funder

Science and Engineering Research Board

Department of Science and Technology, Ministry of Science and Technology, India

Publisher

Elsevier BV

Subject

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

Reference49 articles.

1. Seismic force distribution in members of confined masonry buildings;Borah;Eng. Struct.,2022

2. Efectos del Peralte de las Columnas en el Comportamiento Sísmico de los Muros de Albañilería Confinada (The effect of column depth on seismic behavior of confined masonry walls);Bartolome;Chil. Conf. Seismol. Earthq. Eng., Valdivia-Santiago, Chile ( Span. ),2010

3. S. Brzev, Earthquake-resistant confined masonry construction, 1st edition. National Information Center of Earthquake Engineering (NICEE), Indian Institute of Technology Kanpur, India; 2007.

4. Strengthening of confined masonry walls using reinforced cementitious matrix subjected to in-plane loads: a state-of-the-art review;Gupta;J. Earthq. Eng.,2023

5. S. Brzev, K. Mitra, Earthquake-resistant confined masonry construction, 3rd edition. National Information Center for Earthquake Engineering (NICEE), Indian Institute of Technology Kanpur, India; 2018.

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1. The effects of brick wall and RC tie variables on the seismic performance of low-rise confined masonry buildings;Journal of Building Engineering;2024-10