Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia
On April 10th, 2021, 3296 houses suffered light damage, 1964 houses suffered moderate damage, and 1552 houses suffered severe damage due to the earthquake that occurred in Malang, Indonesia. The iMPact on public facilities included 203 damaged schools, 16 damaged health facilities, 171 damaged place...
Gespeichert in:
Hauptverfasser: | , , |
---|---|
Format: | Tagungsbericht |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | 1 |
container_start_page | |
container_title | |
container_volume | 3110 |
creator | Nugroho, Tonny Setyo Setyawan, Stefanus Adi Sangadji, Senot |
description | On April 10th, 2021, 3296 houses suffered light damage, 1964 houses suffered moderate damage, and 1552 houses suffered severe damage due to the earthquake that occurred in Malang, Indonesia. The iMPact on public facilities included 203 damaged schools, 16 damaged health facilities, 171 damaged places of worship, and 40 other damaged public facilities. Most of the damaged buildings were non-engineering buildings with various types of damage. In Pacitan Regency, there are many low-rise to medium-rise non-engineering buildings. In addition, Pacitan Regency has a coastline that is part of the Indonesian Ocean and is located very close to the subduction zone between the Indo-Australia plate and the Eurasian plate. The main potential sources of earthquake and tsunami events in this region are thrust systems. Seismic fragility curves play a pivotal role in the assessment of the comprehensive vulnerability of civil infrastructure to prospective seismic events, as well as in the anticipation of the consequential socioeconomic repercussions. This paper presents an analysis of the fragility of non-engineering buildings and estimates of their collapse using the finite element method. Seismic fragility analysis produces fragility curves that show the probability of structure damage under various damage conditions. |
doi_str_mv | 10.1063/5.0204956 |
format | Conference Proceeding |
fullrecord | <record><control><sourceid>proquest_scita</sourceid><recordid>TN_cdi_proquest_journals_2986396038</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2986396038</sourcerecordid><originalsourceid>FETCH-LOGICAL-p1686-1b0b1cba9203d0120e2aa98dc7a1613c40662306c2d6d3b7f55996560678911d3</originalsourceid><addsrcrecordid>eNotkE9LwzAYh4MoOKcHv0HAm9D5JmneNkcZ_hkMlKngLaRJWjK6tDbdod_eje30uzz8eHgIuWewYIDiSS6AQ64kXpAZk5JlBTK8JDMAlWc8F7_X5CalLQBXRVHOyObLh7QLltaDaUI7TtRE004pJNrVNHYx87EJ0fvBO1rtQ-tCbBINkX4aG0YT6cY3PtqJrqLrok_B3JKr2rTJ3513Tn5eX76X79n64221fF5nPcMSM1ZBxWxlFAfhgHHw3BhVOlsYhkzYHBC5ALTcoRNVUUupFEoELErFmBNz8nD67Yfub-_TqLfdfjjYJ81ViUIhiPJAPZ6odNQdQxd1P4SdGSbNQB-baanPzcQ_43dc4w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype><pqid>2986396038</pqid></control><display><type>conference_proceeding</type><title>Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia</title><source>AIP Journals Complete</source><creator>Nugroho, Tonny Setyo ; Setyawan, Stefanus Adi ; Sangadji, Senot</creator><contributor>Nastiti, Syahidah Fani ; Paramitha, Putri Adhitana ; Pratama, M. Mirza Abdillah ; Wulandari, Fadila Fitria ; Filho, José Roberto Tenório ; Fujiyama, Chikako</contributor><creatorcontrib>Nugroho, Tonny Setyo ; Setyawan, Stefanus Adi ; Sangadji, Senot ; Nastiti, Syahidah Fani ; Paramitha, Putri Adhitana ; Pratama, M. Mirza Abdillah ; Wulandari, Fadila Fitria ; Filho, José Roberto Tenório ; Fujiyama, Chikako</creatorcontrib><description>On April 10th, 2021, 3296 houses suffered light damage, 1964 houses suffered moderate damage, and 1552 houses suffered severe damage due to the earthquake that occurred in Malang, Indonesia. The iMPact on public facilities included 203 damaged schools, 16 damaged health facilities, 171 damaged places of worship, and 40 other damaged public facilities. Most of the damaged buildings were non-engineering buildings with various types of damage. In Pacitan Regency, there are many low-rise to medium-rise non-engineering buildings. In addition, Pacitan Regency has a coastline that is part of the Indonesian Ocean and is located very close to the subduction zone between the Indo-Australia plate and the Eurasian plate. The main potential sources of earthquake and tsunami events in this region are thrust systems. Seismic fragility curves play a pivotal role in the assessment of the comprehensive vulnerability of civil infrastructure to prospective seismic events, as well as in the anticipation of the consequential socioeconomic repercussions. This paper presents an analysis of the fragility of non-engineering buildings and estimates of their collapse using the finite element method. Seismic fragility analysis produces fragility curves that show the probability of structure damage under various damage conditions.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0204956</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Buildings ; Earthquake damage ; Earthquakes ; Finite element method ; Fragility ; Health care facilities ; Impact damage ; Plates (tectonics) ; Seismic activity ; Seismic analysis ; Seismic engineering ; Structural damage ; Subduction (geology)</subject><ispartof>AIP conference proceedings, 2024, Vol.3110 (1)</ispartof><rights>Author(s)</rights><rights>2024 Author(s). Published under an exclusive license by AIP Publishing.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://pubs.aip.org/acp/article-lookup/doi/10.1063/5.0204956$$EHTML$$P50$$Gscitation$$H</linktohtml><link.rule.ids>309,310,314,780,784,789,790,794,4509,23928,23929,25138,27922,27923,76154</link.rule.ids></links><search><contributor>Nastiti, Syahidah Fani</contributor><contributor>Paramitha, Putri Adhitana</contributor><contributor>Pratama, M. Mirza Abdillah</contributor><contributor>Wulandari, Fadila Fitria</contributor><contributor>Filho, José Roberto Tenório</contributor><contributor>Fujiyama, Chikako</contributor><creatorcontrib>Nugroho, Tonny Setyo</creatorcontrib><creatorcontrib>Setyawan, Stefanus Adi</creatorcontrib><creatorcontrib>Sangadji, Senot</creatorcontrib><title>Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia</title><title>AIP conference proceedings</title><description>On April 10th, 2021, 3296 houses suffered light damage, 1964 houses suffered moderate damage, and 1552 houses suffered severe damage due to the earthquake that occurred in Malang, Indonesia. The iMPact on public facilities included 203 damaged schools, 16 damaged health facilities, 171 damaged places of worship, and 40 other damaged public facilities. Most of the damaged buildings were non-engineering buildings with various types of damage. In Pacitan Regency, there are many low-rise to medium-rise non-engineering buildings. In addition, Pacitan Regency has a coastline that is part of the Indonesian Ocean and is located very close to the subduction zone between the Indo-Australia plate and the Eurasian plate. The main potential sources of earthquake and tsunami events in this region are thrust systems. Seismic fragility curves play a pivotal role in the assessment of the comprehensive vulnerability of civil infrastructure to prospective seismic events, as well as in the anticipation of the consequential socioeconomic repercussions. This paper presents an analysis of the fragility of non-engineering buildings and estimates of their collapse using the finite element method. Seismic fragility analysis produces fragility curves that show the probability of structure damage under various damage conditions.</description><subject>Buildings</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>Finite element method</subject><subject>Fragility</subject><subject>Health care facilities</subject><subject>Impact damage</subject><subject>Plates (tectonics)</subject><subject>Seismic activity</subject><subject>Seismic analysis</subject><subject>Seismic engineering</subject><subject>Structural damage</subject><subject>Subduction (geology)</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2024</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotkE9LwzAYh4MoOKcHv0HAm9D5JmneNkcZ_hkMlKngLaRJWjK6tDbdod_eje30uzz8eHgIuWewYIDiSS6AQ64kXpAZk5JlBTK8JDMAlWc8F7_X5CalLQBXRVHOyObLh7QLltaDaUI7TtRE004pJNrVNHYx87EJ0fvBO1rtQ-tCbBINkX4aG0YT6cY3PtqJrqLrok_B3JKr2rTJ3513Tn5eX76X79n64221fF5nPcMSM1ZBxWxlFAfhgHHw3BhVOlsYhkzYHBC5ALTcoRNVUUupFEoELErFmBNz8nD67Yfub-_TqLfdfjjYJ81ViUIhiPJAPZ6odNQdQxd1P4SdGSbNQB-baanPzcQ_43dc4w</recordid><startdate>20240326</startdate><enddate>20240326</enddate><creator>Nugroho, Tonny Setyo</creator><creator>Setyawan, Stefanus Adi</creator><creator>Sangadji, Senot</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20240326</creationdate><title>Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia</title><author>Nugroho, Tonny Setyo ; Setyawan, Stefanus Adi ; Sangadji, Senot</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p1686-1b0b1cba9203d0120e2aa98dc7a1613c40662306c2d6d3b7f55996560678911d3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Buildings</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>Finite element method</topic><topic>Fragility</topic><topic>Health care facilities</topic><topic>Impact damage</topic><topic>Plates (tectonics)</topic><topic>Seismic activity</topic><topic>Seismic analysis</topic><topic>Seismic engineering</topic><topic>Structural damage</topic><topic>Subduction (geology)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Nugroho, Tonny Setyo</creatorcontrib><creatorcontrib>Setyawan, Stefanus Adi</creatorcontrib><creatorcontrib>Sangadji, Senot</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Nugroho, Tonny Setyo</au><au>Setyawan, Stefanus Adi</au><au>Sangadji, Senot</au><au>Nastiti, Syahidah Fani</au><au>Paramitha, Putri Adhitana</au><au>Pratama, M. Mirza Abdillah</au><au>Wulandari, Fadila Fitria</au><au>Filho, José Roberto Tenório</au><au>Fujiyama, Chikako</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia</atitle><btitle>AIP conference proceedings</btitle><date>2024-03-26</date><risdate>2024</risdate><volume>3110</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>On April 10th, 2021, 3296 houses suffered light damage, 1964 houses suffered moderate damage, and 1552 houses suffered severe damage due to the earthquake that occurred in Malang, Indonesia. The iMPact on public facilities included 203 damaged schools, 16 damaged health facilities, 171 damaged places of worship, and 40 other damaged public facilities. Most of the damaged buildings were non-engineering buildings with various types of damage. In Pacitan Regency, there are many low-rise to medium-rise non-engineering buildings. In addition, Pacitan Regency has a coastline that is part of the Indonesian Ocean and is located very close to the subduction zone between the Indo-Australia plate and the Eurasian plate. The main potential sources of earthquake and tsunami events in this region are thrust systems. Seismic fragility curves play a pivotal role in the assessment of the comprehensive vulnerability of civil infrastructure to prospective seismic events, as well as in the anticipation of the consequential socioeconomic repercussions. This paper presents an analysis of the fragility of non-engineering buildings and estimates of their collapse using the finite element method. Seismic fragility analysis produces fragility curves that show the probability of structure damage under various damage conditions.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0204956</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0094-243X |
ispartof | AIP conference proceedings, 2024, Vol.3110 (1) |
issn | 0094-243X 1551-7616 |
language | eng |
recordid | cdi_proquest_journals_2986396038 |
source | AIP Journals Complete |
subjects | Buildings Earthquake damage Earthquakes Finite element method Fragility Health care facilities Impact damage Plates (tectonics) Seismic activity Seismic analysis Seismic engineering Structural damage Subduction (geology) |
title | Seismic fragilty analysis of non-engineered buildings in Pacitan Regency Indonesia |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T21%3A15%3A38IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_scita&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=Seismic%20fragilty%20analysis%20of%20non-engineered%20buildings%20in%20Pacitan%20Regency%20Indonesia&rft.btitle=AIP%20conference%20proceedings&rft.au=Nugroho,%20Tonny%20Setyo&rft.date=2024-03-26&rft.volume=3110&rft.issue=1&rft.issn=0094-243X&rft.eissn=1551-7616&rft.coden=APCPCS&rft_id=info:doi/10.1063/5.0204956&rft_dat=%3Cproquest_scita%3E2986396038%3C/proquest_scita%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2986396038&rft_id=info:pmid/&rfr_iscdi=true |