Wang, C, Sarhosis, V and Nikitas, N orcid.org/0000-0002-6243-052X (2018) Strengthening/retrofitting techniques on unreinforced masonry structure/element subjected to seismic loads: A literature review. Open Construction and Building Technology Journal, 12 (1). pp. 251-268. ISSN 1874-8368
Abstract
Masonry structures commonly exist in reality and still are popular all over the world. It has been reported and studied that these buildings are vulnerable to strong external loadings imposed by earthquake, strong wind, blast etc. In the past few decades, different seismic retrofitting and strengthening approaches for masonry structures/elements have been developed and implemented. In this paper, the previous studies on the strengthening/retrofitting techniques for Unreinforced Masonry (URM) buildings subjected to seismic and extreme loads are reviewed and summarized. The fundamental concept of strengthening/retrofitting approaches is to (i) reduce the influence of external loading, (ii) upgrade the individual element’s load-carrying capacity and (iii) improve the integrity of masonry structure. A comparison and assessment of the advantages and disadvantages of each method is presented to identify the most suitable method in different cases. It is expected that this paper will provide some helpful information and guidance for the engineers and householders in choosing an appropriate technique in strengthening/retrofitting URM structures.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2018 Chuanlin Wang. Open-Access License: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: (https://creativecommons.org/licenses/by/4.0/legalcode). This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. |
Keywords: | Unreinforced Masonry (URM); External loading; Strengthening technique; Numerical model |
Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 07 Feb 2019 11:18 |
Last Modified: | 07 Feb 2019 11:18 |
Status: | Published |
Publisher: | Bentham Open |
Identification Number: | 10.2174/1874836801812010251 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:142235 |