Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir
AbstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in...
Gespeichert in:
| Veröffentlicht in: | Journal of performance of constructed facilities 2023-08, Vol.37 (4) |
|---|---|
| Hauptverfasser: | , , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 4 |
| container_start_page | |
| container_title | Journal of performance of constructed facilities |
| container_volume | 37 |
| creator | Rafi, Muhammad Masood Ahmed, Muhammad Lodi, Sarosh Hashmat Varum, Humberto Arshad, Muhammad Tausif Alam, Naveed |
| description | AbstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings. |
| doi_str_mv | 10.1061/JPCFEV.CFENG-4441 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2816810118</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2816810118</sourcerecordid><originalsourceid>FETCH-LOGICAL-a334t-fb7e2d8e62896962b0cc191dd5cbd33c946b3f301b4b170c1b0b74935413b9bd3</originalsourceid><addsrcrecordid>eNp1kM1u1DAUhS0EEkPhAdhdie1k8I09Sbws05lC_0AqZRvZjjN1O4nTawdpeAfeuSlTiVU392zOd670MfYR-QJ5gZ_Pfqw261-L6VydZlJKfMVmqKTIlkuuXrMZr6oyE1VevWXvYrzjnOelKmfs74n77XZh6FyfILSwIb31O5_2sBl7m3zoI7SB4At5ew-XOoae9nCdaLRpJBfhJvp-Cye601s3RdLQUujg2g3JdcYR5HIOOUc1h7WmdPsw6nsHvodLT8NIczj-oxs41_G28_SevWn1LroPz3nEbjbrn6uv2cX302-r44tMCyFT1prS5U3lirxShSpyw61FhU2ztKYRwipZGNEKjkYaLLlFw00plVhKFEZNlSP26bA7UHgYXUz1XRipn17WeYVFhRyxmlp4aFkKMZJr64F8p2lfI6-frNcH6_U_6_WT9YlZHBgdrfu_-jLwCDaihHE</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2816810118</pqid></control><display><type>article</type><title>Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Rafi, Muhammad Masood ; Ahmed, Muhammad ; Lodi, Sarosh Hashmat ; Varum, Humberto ; Arshad, Muhammad Tausif ; Alam, Naveed</creator><creatorcontrib>Rafi, Muhammad Masood ; Ahmed, Muhammad ; Lodi, Sarosh Hashmat ; Varum, Humberto ; Arshad, Muhammad Tausif ; Alam, Naveed</creatorcontrib><description>AbstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.</description><identifier>ISSN: 0887-3828</identifier><identifier>EISSN: 1943-5509</identifier><identifier>DOI: 10.1061/JPCFEV.CFENG-4441</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Bricks ; Brickwork ; Buildings ; Clay ; Cracking (fracturing) ; Earthquake damage ; Earthquakes ; Fragility ; Ground motion ; Masonry ; Piers ; Technical Papers ; Vertical forces</subject><ispartof>Journal of performance of constructed facilities, 2023-08, Vol.37 (4)</ispartof><rights>2023 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a334t-fb7e2d8e62896962b0cc191dd5cbd33c946b3f301b4b170c1b0b74935413b9bd3</cites><orcidid>0000-0003-3637-1113 ; 0000-0002-3501-3050 ; 0000-0002-0968-2920 ; 0000-0003-0215-8701</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4441$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/JPCFEV.CFENG-4441$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>315,781,785,27929,27930,76198,76206</link.rule.ids></links><search><creatorcontrib>Rafi, Muhammad Masood</creatorcontrib><creatorcontrib>Ahmed, Muhammad</creatorcontrib><creatorcontrib>Lodi, Sarosh Hashmat</creatorcontrib><creatorcontrib>Varum, Humberto</creatorcontrib><creatorcontrib>Arshad, Muhammad Tausif</creatorcontrib><creatorcontrib>Alam, Naveed</creatorcontrib><title>Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir</title><title>Journal of performance of constructed facilities</title><description>AbstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.</description><subject>Bricks</subject><subject>Brickwork</subject><subject>Buildings</subject><subject>Clay</subject><subject>Cracking (fracturing)</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>Fragility</subject><subject>Ground motion</subject><subject>Masonry</subject><subject>Piers</subject><subject>Technical Papers</subject><subject>Vertical forces</subject><issn>0887-3828</issn><issn>1943-5509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp1kM1u1DAUhS0EEkPhAdhdie1k8I09Sbws05lC_0AqZRvZjjN1O4nTawdpeAfeuSlTiVU392zOd670MfYR-QJ5gZ_Pfqw261-L6VydZlJKfMVmqKTIlkuuXrMZr6oyE1VevWXvYrzjnOelKmfs74n77XZh6FyfILSwIb31O5_2sBl7m3zoI7SB4At5ew-XOoae9nCdaLRpJBfhJvp-Cye601s3RdLQUujg2g3JdcYR5HIOOUc1h7WmdPsw6nsHvodLT8NIczj-oxs41_G28_SevWn1LroPz3nEbjbrn6uv2cX302-r44tMCyFT1prS5U3lirxShSpyw61FhU2ztKYRwipZGNEKjkYaLLlFw00plVhKFEZNlSP26bA7UHgYXUz1XRipn17WeYVFhRyxmlp4aFkKMZJr64F8p2lfI6-frNcH6_U_6_WT9YlZHBgdrfu_-jLwCDaihHE</recordid><startdate>20230801</startdate><enddate>20230801</enddate><creator>Rafi, Muhammad Masood</creator><creator>Ahmed, Muhammad</creator><creator>Lodi, Sarosh Hashmat</creator><creator>Varum, Humberto</creator><creator>Arshad, Muhammad Tausif</creator><creator>Alam, Naveed</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-3637-1113</orcidid><orcidid>https://orcid.org/0000-0002-3501-3050</orcidid><orcidid>https://orcid.org/0000-0002-0968-2920</orcidid><orcidid>https://orcid.org/0000-0003-0215-8701</orcidid></search><sort><creationdate>20230801</creationdate><title>Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir</title><author>Rafi, Muhammad Masood ; Ahmed, Muhammad ; Lodi, Sarosh Hashmat ; Varum, Humberto ; Arshad, Muhammad Tausif ; Alam, Naveed</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a334t-fb7e2d8e62896962b0cc191dd5cbd33c946b3f301b4b170c1b0b74935413b9bd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Bricks</topic><topic>Brickwork</topic><topic>Buildings</topic><topic>Clay</topic><topic>Cracking (fracturing)</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>Fragility</topic><topic>Ground motion</topic><topic>Masonry</topic><topic>Piers</topic><topic>Technical Papers</topic><topic>Vertical forces</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Rafi, Muhammad Masood</creatorcontrib><creatorcontrib>Ahmed, Muhammad</creatorcontrib><creatorcontrib>Lodi, Sarosh Hashmat</creatorcontrib><creatorcontrib>Varum, Humberto</creatorcontrib><creatorcontrib>Arshad, Muhammad Tausif</creatorcontrib><creatorcontrib>Alam, Naveed</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of performance of constructed facilities</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Rafi, Muhammad Masood</au><au>Ahmed, Muhammad</au><au>Lodi, Sarosh Hashmat</au><au>Varum, Humberto</au><au>Arshad, Muhammad Tausif</au><au>Alam, Naveed</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir</atitle><jtitle>Journal of performance of constructed facilities</jtitle><date>2023-08-01</date><risdate>2023</risdate><volume>37</volume><issue>4</issue><issn>0887-3828</issn><eissn>1943-5509</eissn><abstract>AbstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/JPCFEV.CFENG-4441</doi><orcidid>https://orcid.org/0000-0003-3637-1113</orcidid><orcidid>https://orcid.org/0000-0002-3501-3050</orcidid><orcidid>https://orcid.org/0000-0002-0968-2920</orcidid><orcidid>https://orcid.org/0000-0003-0215-8701</orcidid><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0887-3828 |
| ispartof | Journal of performance of constructed facilities, 2023-08, Vol.37 (4) |
| issn | 0887-3828 1943-5509 |
| language | eng |
| recordid | cdi_proquest_journals_2816810118 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Bricks Brickwork Buildings Clay Cracking (fracturing) Earthquake damage Earthquakes Fragility Ground motion Masonry Piers Technical Papers Vertical forces |
| title | Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-13T06%3A30%3A41IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Development%20of%20Fragility%20Functions%20for%20Brick%20Masonry%20Structures%20Using%20Damage%20Data%20from%20September%2024,%202019,%20Earthquake%20in%20Mirpur,%20Azad%20Kashmir&rft.jtitle=Journal%20of%20performance%20of%20constructed%20facilities&rft.au=Rafi,%20Muhammad%20Masood&rft.date=2023-08-01&rft.volume=37&rft.issue=4&rft.issn=0887-3828&rft.eissn=1943-5509&rft_id=info:doi/10.1061/JPCFEV.CFENG-4441&rft_dat=%3Cproquest_cross%3E2816810118%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2816810118&rft_id=info:pmid/&rfr_iscdi=true |