Loading…

Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint

Unreinforced masonry (URM) buildings are prone to significant damage when subjected to ground motion. Some strengthening methods have been proposed to increase the seismic capacity. However, the widespread adoption of these methods faces various challenges, including economic constraints experienced...

Full description

Saved in:
Bibliographic Details
Published in:Scientific reports 2024-04, Vol.14 (1), p.8041-8041, Article 8041
Main Authors: Multazam, Zamzam, Yamamoto, Kenjiro, Timsina, Kishor, Gadagamma, Chaitanya Krishna, Meguro, Kimiro
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites cdi_FETCH-LOGICAL-c436t-58317ea6881a62c1a64ba07555653890aa9f7c2166a4fea5aba9696ffdb227d43
container_end_page 8041
container_issue 1
container_start_page 8041
container_title Scientific reports
container_volume 14
creator Multazam, Zamzam
Yamamoto, Kenjiro
Timsina, Kishor
Gadagamma, Chaitanya Krishna
Meguro, Kimiro
description Unreinforced masonry (URM) buildings are prone to significant damage when subjected to ground motion. Some strengthening methods have been proposed to increase the seismic capacity. However, the widespread adoption of these methods faces various challenges, including economic constraints experienced by common people in developing countries, the complexity of implementation, efficiency, and seismic safety of each technique. This paper introduces a new retrofitting method of fiber-reinforced paint using fiberglass as the primary reinforcing material. The advantage of this technique lies in its simplicity and ease of application, with the added benefit of using the paint to improve the appearance of the house. Two 1:4 scale concrete hollow block (CHB) masonry houses were constructed to represent unreinforced masonry and retrofitted masonry structures using fiber-reinforced paint (FR-Paint). The shaking table test results indicate that the retrofitted house model showed improvements of up to 18 times in deformation capacity and up to 13 times in energy dissipation compared to the non-retrofitted house model. FR-Paint has a robust performance even in high input motion at a seismic intensity JMA of 7 (Japan Meteorological Agency). This confirms that this retrofitting method has a high earthquake-resistant performance.
doi_str_mv 10.1038/s41598-024-58365-4
format article
fullrecord <record><control><sourceid>proquest_doaj_</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_94993c7709fe41d983f690a1ab8f3a2e</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_94993c7709fe41d983f690a1ab8f3a2e</doaj_id><sourcerecordid>3034244006</sourcerecordid><originalsourceid>FETCH-LOGICAL-c436t-58317ea6881a62c1a64ba07555653890aa9f7c2166a4fea5aba9696ffdb227d43</originalsourceid><addsrcrecordid>eNp9kUtv1TAQhSMEolXpH2CBLLFhE3D8ir1EFY9KlVgAa2vijO_NbRLf2o6q7vrTcZpSEAu8sK2Zz8c-PlX1uqHvG8r1hyQaaXRNmail5krW4ll1yqiQNeOMPf9rf1Kdp3SgZUhmRGNeVidcS001pafV_fc9XA_zjmToRiQZU04keAIkzFjfLBAzRpIclOYUehzXpguzi5iR7MM4hlvSjcFdkwlSmONdKS4JEylADH7IGXtyO-Q98UOHsY44zD5EV6pHGOb8qnrhYUx4_rieVT8_f_px8bW--vbl8uLjVe0EV3n12LQISusGFHNlEh3QVkqpJNeGAhjfOtYoBcIjSOjAKKO87zvG2l7ws-py0-0DHOwxDhPEOxtgsA-FEHe2eB3ciNYIY7hrW2o8iqY3mntVbmig054Dw6L1btM6xnCzlC-z05AcjiPMWMxbTrlgQlCqCvr2H_QQljgXpyvFW8UF1YViG-ViSCmif3pgQ-0at93itiVu-xC3XR29eZReugn7pyO_wy0A34BUWvMO45-7_yP7Cy67tbI</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3033763408</pqid></control><display><type>article</type><title>Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint</title><source>Open Access: PubMed Central</source><source>Full-Text Journals in Chemistry (Open access)</source><source>ProQuest - Publicly Available Content Database</source><source>Springer Nature - nature.com Journals - Fully Open Access</source><creator>Multazam, Zamzam ; Yamamoto, Kenjiro ; Timsina, Kishor ; Gadagamma, Chaitanya Krishna ; Meguro, Kimiro</creator><creatorcontrib>Multazam, Zamzam ; Yamamoto, Kenjiro ; Timsina, Kishor ; Gadagamma, Chaitanya Krishna ; Meguro, Kimiro</creatorcontrib><description>Unreinforced masonry (URM) buildings are prone to significant damage when subjected to ground motion. Some strengthening methods have been proposed to increase the seismic capacity. However, the widespread adoption of these methods faces various challenges, including economic constraints experienced by common people in developing countries, the complexity of implementation, efficiency, and seismic safety of each technique. This paper introduces a new retrofitting method of fiber-reinforced paint using fiberglass as the primary reinforcing material. The advantage of this technique lies in its simplicity and ease of application, with the added benefit of using the paint to improve the appearance of the house. Two 1:4 scale concrete hollow block (CHB) masonry houses were constructed to represent unreinforced masonry and retrofitted masonry structures using fiber-reinforced paint (FR-Paint). The shaking table test results indicate that the retrofitted house model showed improvements of up to 18 times in deformation capacity and up to 13 times in energy dissipation compared to the non-retrofitted house model. FR-Paint has a robust performance even in high input motion at a seismic intensity JMA of 7 (Japan Meteorological Agency). This confirms that this retrofitting method has a high earthquake-resistant performance.</description><identifier>ISSN: 2045-2322</identifier><identifier>EISSN: 2045-2322</identifier><identifier>DOI: 10.1038/s41598-024-58365-4</identifier><identifier>PMID: 38580800</identifier><language>eng</language><publisher>London: Nature Publishing Group UK</publisher><subject>639/166/986 ; 704/4111 ; Developing countries ; Earthquake engineering ; Earthquakes ; Energy dissipation ; Fiberglass ; Ground motion ; Houses ; Humanities and Social Sciences ; LDCs ; Masonry ; multidisciplinary ; Residential areas ; Science ; Science (multidisciplinary) ; Seismic activity ; Structural engineering</subject><ispartof>Scientific reports, 2024-04, Vol.14 (1), p.8041-8041, Article 8041</ispartof><rights>The Author(s) 2024</rights><rights>2024. The Author(s).</rights><rights>The Author(s) 2024. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c436t-58317ea6881a62c1a64ba07555653890aa9f7c2166a4fea5aba9696ffdb227d43</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/3033763408/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/3033763408?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,37013,44590,75126</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/38580800$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Multazam, Zamzam</creatorcontrib><creatorcontrib>Yamamoto, Kenjiro</creatorcontrib><creatorcontrib>Timsina, Kishor</creatorcontrib><creatorcontrib>Gadagamma, Chaitanya Krishna</creatorcontrib><creatorcontrib>Meguro, Kimiro</creatorcontrib><title>Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint</title><title>Scientific reports</title><addtitle>Sci Rep</addtitle><addtitle>Sci Rep</addtitle><description>Unreinforced masonry (URM) buildings are prone to significant damage when subjected to ground motion. Some strengthening methods have been proposed to increase the seismic capacity. However, the widespread adoption of these methods faces various challenges, including economic constraints experienced by common people in developing countries, the complexity of implementation, efficiency, and seismic safety of each technique. This paper introduces a new retrofitting method of fiber-reinforced paint using fiberglass as the primary reinforcing material. The advantage of this technique lies in its simplicity and ease of application, with the added benefit of using the paint to improve the appearance of the house. Two 1:4 scale concrete hollow block (CHB) masonry houses were constructed to represent unreinforced masonry and retrofitted masonry structures using fiber-reinforced paint (FR-Paint). The shaking table test results indicate that the retrofitted house model showed improvements of up to 18 times in deformation capacity and up to 13 times in energy dissipation compared to the non-retrofitted house model. FR-Paint has a robust performance even in high input motion at a seismic intensity JMA of 7 (Japan Meteorological Agency). This confirms that this retrofitting method has a high earthquake-resistant performance.</description><subject>639/166/986</subject><subject>704/4111</subject><subject>Developing countries</subject><subject>Earthquake engineering</subject><subject>Earthquakes</subject><subject>Energy dissipation</subject><subject>Fiberglass</subject><subject>Ground motion</subject><subject>Houses</subject><subject>Humanities and Social Sciences</subject><subject>LDCs</subject><subject>Masonry</subject><subject>multidisciplinary</subject><subject>Residential areas</subject><subject>Science</subject><subject>Science (multidisciplinary)</subject><subject>Seismic activity</subject><subject>Structural engineering</subject><issn>2045-2322</issn><issn>2045-2322</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNp9kUtv1TAQhSMEolXpH2CBLLFhE3D8ir1EFY9KlVgAa2vijO_NbRLf2o6q7vrTcZpSEAu8sK2Zz8c-PlX1uqHvG8r1hyQaaXRNmail5krW4ll1yqiQNeOMPf9rf1Kdp3SgZUhmRGNeVidcS001pafV_fc9XA_zjmToRiQZU04keAIkzFjfLBAzRpIclOYUehzXpguzi5iR7MM4hlvSjcFdkwlSmONdKS4JEylADH7IGXtyO-Q98UOHsY44zD5EV6pHGOb8qnrhYUx4_rieVT8_f_px8bW--vbl8uLjVe0EV3n12LQISusGFHNlEh3QVkqpJNeGAhjfOtYoBcIjSOjAKKO87zvG2l7ws-py0-0DHOwxDhPEOxtgsA-FEHe2eB3ciNYIY7hrW2o8iqY3mntVbmig054Dw6L1btM6xnCzlC-z05AcjiPMWMxbTrlgQlCqCvr2H_QQljgXpyvFW8UF1YViG-ViSCmif3pgQ-0at93itiVu-xC3XR29eZReugn7pyO_wy0A34BUWvMO45-7_yP7Cy67tbI</recordid><startdate>20240405</startdate><enddate>20240405</enddate><creator>Multazam, Zamzam</creator><creator>Yamamoto, Kenjiro</creator><creator>Timsina, Kishor</creator><creator>Gadagamma, Chaitanya Krishna</creator><creator>Meguro, Kimiro</creator><general>Nature Publishing Group UK</general><general>Nature Publishing Group</general><general>Nature Portfolio</general><scope>C6C</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7X7</scope><scope>7XB</scope><scope>88A</scope><scope>88E</scope><scope>88I</scope><scope>8FE</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BBNVY</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>LK8</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7P</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>Q9U</scope><scope>7X8</scope><scope>DOA</scope></search><sort><creationdate>20240405</creationdate><title>Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint</title><author>Multazam, Zamzam ; Yamamoto, Kenjiro ; Timsina, Kishor ; Gadagamma, Chaitanya Krishna ; Meguro, Kimiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c436t-58317ea6881a62c1a64ba07555653890aa9f7c2166a4fea5aba9696ffdb227d43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>639/166/986</topic><topic>704/4111</topic><topic>Developing countries</topic><topic>Earthquake engineering</topic><topic>Earthquakes</topic><topic>Energy dissipation</topic><topic>Fiberglass</topic><topic>Ground motion</topic><topic>Houses</topic><topic>Humanities and Social Sciences</topic><topic>LDCs</topic><topic>Masonry</topic><topic>multidisciplinary</topic><topic>Residential areas</topic><topic>Science</topic><topic>Science (multidisciplinary)</topic><topic>Seismic activity</topic><topic>Structural engineering</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Multazam, Zamzam</creatorcontrib><creatorcontrib>Yamamoto, Kenjiro</creatorcontrib><creatorcontrib>Timsina, Kishor</creatorcontrib><creatorcontrib>Gadagamma, Chaitanya Krishna</creatorcontrib><creatorcontrib>Meguro, Kimiro</creatorcontrib><collection>Springer_OA刊</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>ProQuest - Health &amp; Medical Complete保健、医学与药学数据库</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Biology Database (Alumni Edition)</collection><collection>Medical Database (Alumni Edition)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Hospital Premium Collection</collection><collection>Hospital Premium Collection (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>Biological Science Collection</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Health &amp; Medical Complete (Alumni)</collection><collection>ProQuest Biological Science Collection</collection><collection>Health &amp; Medical Collection (Alumni Edition)</collection><collection>Medical Database</collection><collection>Science Database</collection><collection>Biological Science Database</collection><collection>ProQuest - Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central Basic</collection><collection>MEDLINE - Academic</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Scientific reports</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Multazam, Zamzam</au><au>Yamamoto, Kenjiro</au><au>Timsina, Kishor</au><au>Gadagamma, Chaitanya Krishna</au><au>Meguro, Kimiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint</atitle><jtitle>Scientific reports</jtitle><stitle>Sci Rep</stitle><addtitle>Sci Rep</addtitle><date>2024-04-05</date><risdate>2024</risdate><volume>14</volume><issue>1</issue><spage>8041</spage><epage>8041</epage><pages>8041-8041</pages><artnum>8041</artnum><issn>2045-2322</issn><eissn>2045-2322</eissn><abstract>Unreinforced masonry (URM) buildings are prone to significant damage when subjected to ground motion. Some strengthening methods have been proposed to increase the seismic capacity. However, the widespread adoption of these methods faces various challenges, including economic constraints experienced by common people in developing countries, the complexity of implementation, efficiency, and seismic safety of each technique. This paper introduces a new retrofitting method of fiber-reinforced paint using fiberglass as the primary reinforcing material. The advantage of this technique lies in its simplicity and ease of application, with the added benefit of using the paint to improve the appearance of the house. Two 1:4 scale concrete hollow block (CHB) masonry houses were constructed to represent unreinforced masonry and retrofitted masonry structures using fiber-reinforced paint (FR-Paint). The shaking table test results indicate that the retrofitted house model showed improvements of up to 18 times in deformation capacity and up to 13 times in energy dissipation compared to the non-retrofitted house model. FR-Paint has a robust performance even in high input motion at a seismic intensity JMA of 7 (Japan Meteorological Agency). This confirms that this retrofitting method has a high earthquake-resistant performance.</abstract><cop>London</cop><pub>Nature Publishing Group UK</pub><pmid>38580800</pmid><doi>10.1038/s41598-024-58365-4</doi><tpages>1</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2045-2322
ispartof Scientific reports, 2024-04, Vol.14 (1), p.8041-8041, Article 8041
issn 2045-2322
2045-2322
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_94993c7709fe41d983f690a1ab8f3a2e
source Open Access: PubMed Central; Full-Text Journals in Chemistry (Open access); ProQuest - Publicly Available Content Database; Springer Nature - nature.com Journals - Fully Open Access
subjects 639/166/986
704/4111
Developing countries
Earthquake engineering
Earthquakes
Energy dissipation
Fiberglass
Ground motion
Houses
Humanities and Social Sciences
LDCs
Masonry
multidisciplinary
Residential areas
Science
Science (multidisciplinary)
Seismic activity
Structural engineering
title Shaking table tests of a one-quarter scale model of concrete hollow block masonry houses retrofitted with fiber-reinforced paint
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T06%3A20%3A02IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_doaj_&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Shaking%20table%20tests%20of%20a%20one-quarter%20scale%20model%20of%20concrete%20hollow%20block%20masonry%20houses%20retrofitted%20with%20fiber-reinforced%20paint&rft.jtitle=Scientific%20reports&rft.au=Multazam,%20Zamzam&rft.date=2024-04-05&rft.volume=14&rft.issue=1&rft.spage=8041&rft.epage=8041&rft.pages=8041-8041&rft.artnum=8041&rft.issn=2045-2322&rft.eissn=2045-2322&rft_id=info:doi/10.1038/s41598-024-58365-4&rft_dat=%3Cproquest_doaj_%3E3034244006%3C/proquest_doaj_%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c436t-58317ea6881a62c1a64ba07555653890aa9f7c2166a4fea5aba9696ffdb227d43%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=3033763408&rft_id=info:pmid/38580800&rfr_iscdi=true