Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera
There were many two-story building collapsed in The Province of Sumatera during an earthquake. One structure that did not collapse is the Traditional Batak House, which mostly made of wood. Traditional Batak House still stands strong until now eventhough it was built years before the presence of bui...
Gespeichert in:
Veröffentlicht in: | Journal of physics. Conference series 2020-05, Vol.1529 (5), p.52006 |
---|---|
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 | 5 |
container_start_page | 52006 |
container_title | Journal of physics. Conference series |
container_volume | 1529 |
creator | Tarigan, Johannes Nursyamsi, Nursyamsi Hani, Sheila |
description | There were many two-story building collapsed in The Province of Sumatera during an earthquake. One structure that did not collapse is the Traditional Batak House, which mostly made of wood. Traditional Batak House still stands strong until now eventhough it was built years before the presence of building code. The layout of the structure, the frame concept and also the earthquake force is calculated using Guideline SNI 7973:2013 for wood construction, and SNI 03-1726-2012 for earthquake structure resistant structure design. The research observed traditional Batak Toba house from two villages, the village of Siallagan and Silalahi which is neighboring village. The houses have different model of timber roof construction and also different height. The structure then analyses with the help of structure software application in seismic condition. One of the outcomes using software computation was natural frequency. The ω for both houses in Village of Siallagan and Silalahi are 12,697 rad/sec and 13,846 rad/sec. while the period of the structure are 0,494 second and 0,454 second. The maximum value of the dynamic response expressed in the shear force of the traditional house for both village is 28,87 kN. The maximum floor displacement for Village of Siallagan is 4.01 cm, and for the Village of Silalahi is 4.14 cm. |
doi_str_mv | 10.1088/1742-6596/1529/5/052006 |
format | Article |
fullrecord | <record><control><sourceid>proquest_iop_j</sourceid><recordid>TN_cdi_proquest_journals_2557264328</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2557264328</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3136-69f4ce22c2aa4fe8ae792a9f200507a6bebb7a87fd4e78e70890c51fbd19f7ae3</originalsourceid><addsrcrecordid>eNqFkN1KxDAQhYso-PsMBrwT1qZp06Te7a7_yCp09TZM22Q32m12k_ZiH8J3NqWiCIJzMzPM-Q7MCYLTCF9EmPMwYgkZpTRLw4iSLKQhpgTjdCc4-L7sfs-c7weHzr1hHPtiB8HHrFtJq0uo0biBeuu0Q0ahialNg8ChuYVKt9r4G5pAC-9obgpAd6ZzEl11VjcLD6JrsO1y08G7vERjlLddtUW6Qa-6rmEhe8dcQz9D4-WV32qoYanRzHgQ5d0KWmnhONhTUDt58tWPgpeb6_n0bvT4dHs_HT-OyjiK01GaqaSUhJQEIFGSg2QZgUz5vylmkBayKBhwpqpEMi4Z5hkuaaSKKsoUAxkfBWeD79qaTSddK95MZ_2PThBKGUmTmHCvYoOqtMY5K5VYW70CuxURFn32ok9V9AmLPntBxZC9J-OB1Gb9Y_0_df4H9fA8zX8LxbpS8SfX7pSU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2557264328</pqid></control><display><type>article</type><title>Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera</title><source>IOP Publishing Free Content</source><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><source>IOPscience extra</source><source>Alma/SFX Local Collection</source><source>Free Full-Text Journals in Chemistry</source><creator>Tarigan, Johannes ; Nursyamsi, Nursyamsi ; Hani, Sheila</creator><creatorcontrib>Tarigan, Johannes ; Nursyamsi, Nursyamsi ; Hani, Sheila</creatorcontrib><description>There were many two-story building collapsed in The Province of Sumatera during an earthquake. One structure that did not collapse is the Traditional Batak House, which mostly made of wood. Traditional Batak House still stands strong until now eventhough it was built years before the presence of building code. The layout of the structure, the frame concept and also the earthquake force is calculated using Guideline SNI 7973:2013 for wood construction, and SNI 03-1726-2012 for earthquake structure resistant structure design. The research observed traditional Batak Toba house from two villages, the village of Siallagan and Silalahi which is neighboring village. The houses have different model of timber roof construction and also different height. The structure then analyses with the help of structure software application in seismic condition. One of the outcomes using software computation was natural frequency. The ω for both houses in Village of Siallagan and Silalahi are 12,697 rad/sec and 13,846 rad/sec. while the period of the structure are 0,494 second and 0,454 second. The maximum value of the dynamic response expressed in the shear force of the traditional house for both village is 28,87 kN. The maximum floor displacement for Village of Siallagan is 4.01 cm, and for the Village of Silalahi is 4.14 cm.</description><identifier>ISSN: 1742-6588</identifier><identifier>EISSN: 1742-6596</identifier><identifier>DOI: 10.1088/1742-6596/1529/5/052006</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Building codes ; Dynamic response ; Earthquake resistance ; Earthquakes ; Houses ; Numerical analysis ; Resonant frequencies ; Seismic response ; Shear forces ; Software ; Timber construction ; Villages ; Wood construction</subject><ispartof>Journal of physics. Conference series, 2020-05, Vol.1529 (5), p.52006</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>2020. This work is published under http://creativecommons.org/licenses/by/3.0/ (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></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1742-6596/1529/5/052006/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,776,780,27901,27902,38845,38867,53815,53842</link.rule.ids></links><search><creatorcontrib>Tarigan, Johannes</creatorcontrib><creatorcontrib>Nursyamsi, Nursyamsi</creatorcontrib><creatorcontrib>Hani, Sheila</creatorcontrib><title>Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera</title><title>Journal of physics. Conference series</title><addtitle>J. Phys.: Conf. Ser</addtitle><description>There were many two-story building collapsed in The Province of Sumatera during an earthquake. One structure that did not collapse is the Traditional Batak House, which mostly made of wood. Traditional Batak House still stands strong until now eventhough it was built years before the presence of building code. The layout of the structure, the frame concept and also the earthquake force is calculated using Guideline SNI 7973:2013 for wood construction, and SNI 03-1726-2012 for earthquake structure resistant structure design. The research observed traditional Batak Toba house from two villages, the village of Siallagan and Silalahi which is neighboring village. The houses have different model of timber roof construction and also different height. The structure then analyses with the help of structure software application in seismic condition. One of the outcomes using software computation was natural frequency. The ω for both houses in Village of Siallagan and Silalahi are 12,697 rad/sec and 13,846 rad/sec. while the period of the structure are 0,494 second and 0,454 second. The maximum value of the dynamic response expressed in the shear force of the traditional house for both village is 28,87 kN. The maximum floor displacement for Village of Siallagan is 4.01 cm, and for the Village of Silalahi is 4.14 cm.</description><subject>Building codes</subject><subject>Dynamic response</subject><subject>Earthquake resistance</subject><subject>Earthquakes</subject><subject>Houses</subject><subject>Numerical analysis</subject><subject>Resonant frequencies</subject><subject>Seismic response</subject><subject>Shear forces</subject><subject>Software</subject><subject>Timber construction</subject><subject>Villages</subject><subject>Wood construction</subject><issn>1742-6588</issn><issn>1742-6596</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkN1KxDAQhYso-PsMBrwT1qZp06Te7a7_yCp09TZM22Q32m12k_ZiH8J3NqWiCIJzMzPM-Q7MCYLTCF9EmPMwYgkZpTRLw4iSLKQhpgTjdCc4-L7sfs-c7weHzr1hHPtiB8HHrFtJq0uo0biBeuu0Q0ahialNg8ChuYVKt9r4G5pAC-9obgpAd6ZzEl11VjcLD6JrsO1y08G7vERjlLddtUW6Qa-6rmEhe8dcQz9D4-WV32qoYanRzHgQ5d0KWmnhONhTUDt58tWPgpeb6_n0bvT4dHs_HT-OyjiK01GaqaSUhJQEIFGSg2QZgUz5vylmkBayKBhwpqpEMi4Z5hkuaaSKKsoUAxkfBWeD79qaTSddK95MZ_2PThBKGUmTmHCvYoOqtMY5K5VYW70CuxURFn32ok9V9AmLPntBxZC9J-OB1Gb9Y_0_df4H9fA8zX8LxbpS8SfX7pSU</recordid><startdate>20200501</startdate><enddate>20200501</enddate><creator>Tarigan, Johannes</creator><creator>Nursyamsi, Nursyamsi</creator><creator>Hani, Sheila</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>H8D</scope><scope>HCIFZ</scope><scope>L7M</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20200501</creationdate><title>Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera</title><author>Tarigan, Johannes ; Nursyamsi, Nursyamsi ; Hani, Sheila</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3136-69f4ce22c2aa4fe8ae792a9f200507a6bebb7a87fd4e78e70890c51fbd19f7ae3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Building codes</topic><topic>Dynamic response</topic><topic>Earthquake resistance</topic><topic>Earthquakes</topic><topic>Houses</topic><topic>Numerical analysis</topic><topic>Resonant frequencies</topic><topic>Seismic response</topic><topic>Shear forces</topic><topic>Software</topic><topic>Timber construction</topic><topic>Villages</topic><topic>Wood construction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tarigan, Johannes</creatorcontrib><creatorcontrib>Nursyamsi, Nursyamsi</creatorcontrib><creatorcontrib>Hani, Sheila</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Advanced Technologies & Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Aerospace Database</collection><collection>SciTech Premium Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Advanced Technologies & Aerospace Database</collection><collection>ProQuest Advanced Technologies & Aerospace Collection</collection><collection>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 China</collection><jtitle>Journal of physics. Conference series</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tarigan, Johannes</au><au>Nursyamsi, Nursyamsi</au><au>Hani, Sheila</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera</atitle><jtitle>Journal of physics. Conference series</jtitle><addtitle>J. Phys.: Conf. Ser</addtitle><date>2020-05-01</date><risdate>2020</risdate><volume>1529</volume><issue>5</issue><spage>52006</spage><pages>52006-</pages><issn>1742-6588</issn><eissn>1742-6596</eissn><abstract>There were many two-story building collapsed in The Province of Sumatera during an earthquake. One structure that did not collapse is the Traditional Batak House, which mostly made of wood. Traditional Batak House still stands strong until now eventhough it was built years before the presence of building code. The layout of the structure, the frame concept and also the earthquake force is calculated using Guideline SNI 7973:2013 for wood construction, and SNI 03-1726-2012 for earthquake structure resistant structure design. The research observed traditional Batak Toba house from two villages, the village of Siallagan and Silalahi which is neighboring village. The houses have different model of timber roof construction and also different height. The structure then analyses with the help of structure software application in seismic condition. One of the outcomes using software computation was natural frequency. The ω for both houses in Village of Siallagan and Silalahi are 12,697 rad/sec and 13,846 rad/sec. while the period of the structure are 0,494 second and 0,454 second. The maximum value of the dynamic response expressed in the shear force of the traditional house for both village is 28,87 kN. The maximum floor displacement for Village of Siallagan is 4.01 cm, and for the Village of Silalahi is 4.14 cm.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1742-6596/1529/5/052006</doi><tpages>13</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1742-6588 |
ispartof | Journal of physics. Conference series, 2020-05, Vol.1529 (5), p.52006 |
issn | 1742-6588 1742-6596 |
language | eng |
recordid | cdi_proquest_journals_2557264328 |
source | IOP Publishing Free Content; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; IOPscience extra; Alma/SFX Local Collection; Free Full-Text Journals in Chemistry |
subjects | Building codes Dynamic response Earthquake resistance Earthquakes Houses Numerical analysis Resonant frequencies Seismic response Shear forces Software Timber construction Villages Wood construction |
title | Numerical Analysis of Bolon as Traditional Batak Toba House During An Earthquake: A Study in Village of Siallagan And Silalahi North Sumatera |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-12T18%3A52%3A35IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_iop_j&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Numerical%20Analysis%20of%20Bolon%20as%20Traditional%20Batak%20Toba%20House%20During%20An%20Earthquake:%20A%20Study%20in%20Village%20of%20Siallagan%20And%20Silalahi%20North%20Sumatera&rft.jtitle=Journal%20of%20physics.%20Conference%20series&rft.au=Tarigan,%20Johannes&rft.date=2020-05-01&rft.volume=1529&rft.issue=5&rft.spage=52006&rft.pages=52006-&rft.issn=1742-6588&rft.eissn=1742-6596&rft_id=info:doi/10.1088/1742-6596/1529/5/052006&rft_dat=%3Cproquest_iop_j%3E2557264328%3C/proquest_iop_j%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2557264328&rft_id=info:pmid/&rfr_iscdi=true |