Research on the dynamic response characteristics of ground fissure site under earthquake
In order to accurately describe the dynamic characteristics of the ground fissure site, a three-dimensional dynamic numerical analysis model of the ground fissure site was established by using ABAQUS finite element software, and the peak acceleration (PGA) and peak velocity of the ground fissure fie...
Gespeichert in:
| Veröffentlicht in: | Fangzai Jianzai Gongcheng Xuebao 2022-01 (1), p.60 |
|---|---|
| Hauptverfasser: | , , , , |
| Format: | Artikel |
| Sprache: | chi |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 1 |
| container_start_page | 60 |
| container_title | Fangzai Jianzai Gongcheng Xuebao |
| container_volume | |
| creator | Xiong, Zhongming Wang, Jingdong Zhang, Chao Huo, Xiaopeng Wang, Bingrui |
| description | In order to accurately describe the dynamic characteristics of the ground fissure site, a three-dimensional dynamic numerical analysis model of the ground fissure site was established by using ABAQUS finite element software, and the peak acceleration (PGA) and peak velocity of the ground fissure field were quantitatively analyzed. (PGV), Housner intensity (HI) and Arias intensity (Ia) under different earthquakes, the dynamic response law of the ground fissure site was obtained, and compared with the results of the shaking table model test, showing good consistency. The results show that the dynamic response amplification factor and the influence range of the upper wall are larger than those of the lower wall, reaching the maximum near the ground fissure and decreasing to both sides, showing a "λ" distribution; with the increase of the seismic intensity, the soil softening degree increases, The difference between the dynamic response magnification factor and the magnification factor on both sides of the fractu |
| format | Article |
| fullrecord | <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_journals_2655620668</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2655620668</sourcerecordid><originalsourceid>FETCH-proquest_journals_26556206683</originalsourceid><addsrcrecordid>eNqNjL0OgjAURjtoIlHe4SbOJFCkymw0zsbBjdRykfrTwr3t4NvL4AM4fck5J99MJIXaykwWpVyIlNne8jyvVa02dSKuZ2TUZHrwDkKP0H6cflsDhDx4xwim16RNQLIcrGHwHdzJR9dCZ5kjIbANCBNAgukq9GPUT1yJeadfjOlvl2J9PFz2p2wgP0bk0Dx8JDepRqqqUjJXalf-V30BN2xDFg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2655620668</pqid></control><display><type>article</type><title>Research on the dynamic response characteristics of ground fissure site under earthquake</title><source>DOAJ Directory of Open Access Journals</source><creator>Xiong, Zhongming ; Wang, Jingdong ; Zhang, Chao ; Huo, Xiaopeng ; Wang, Bingrui</creator><creatorcontrib>Xiong, Zhongming ; Wang, Jingdong ; Zhang, Chao ; Huo, Xiaopeng ; Wang, Bingrui</creatorcontrib><description>In order to accurately describe the dynamic characteristics of the ground fissure site, a three-dimensional dynamic numerical analysis model of the ground fissure site was established by using ABAQUS finite element software, and the peak acceleration (PGA) and peak velocity of the ground fissure field were quantitatively analyzed. (PGV), Housner intensity (HI) and Arias intensity (Ia) under different earthquakes, the dynamic response law of the ground fissure site was obtained, and compared with the results of the shaking table model test, showing good consistency. The results show that the dynamic response amplification factor and the influence range of the upper wall are larger than those of the lower wall, reaching the maximum near the ground fissure and decreasing to both sides, showing a "λ" distribution; with the increase of the seismic intensity, the soil softening degree increases, The difference between the dynamic response magnification factor and the magnification factor on both sides of the fractu</description><identifier>ISSN: 1672-2132</identifier><language>chi</language><publisher>Nanjing: Zhongguo Zaihai Fangyu Xiehui</publisher><subject>Acceleration ; Dynamic characteristics ; Dynamic response ; Earthquake damage ; Earthquakes ; Finite element method ; Fissures (geology) ; Ground motion ; Mathematical models ; Numerical analysis ; Seismic activity ; Seismic response ; Seismic waves ; Shake table tests ; Soil dynamics ; Three dimensional analysis</subject><ispartof>Fangzai Jianzai Gongcheng Xuebao, 2022-01 (1), p.60</ispartof><rights>Copyright Zhongguo Zaihai Fangyu Xiehui 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780</link.rule.ids></links><search><creatorcontrib>Xiong, Zhongming</creatorcontrib><creatorcontrib>Wang, Jingdong</creatorcontrib><creatorcontrib>Zhang, Chao</creatorcontrib><creatorcontrib>Huo, Xiaopeng</creatorcontrib><creatorcontrib>Wang, Bingrui</creatorcontrib><title>Research on the dynamic response characteristics of ground fissure site under earthquake</title><title>Fangzai Jianzai Gongcheng Xuebao</title><description>In order to accurately describe the dynamic characteristics of the ground fissure site, a three-dimensional dynamic numerical analysis model of the ground fissure site was established by using ABAQUS finite element software, and the peak acceleration (PGA) and peak velocity of the ground fissure field were quantitatively analyzed. (PGV), Housner intensity (HI) and Arias intensity (Ia) under different earthquakes, the dynamic response law of the ground fissure site was obtained, and compared with the results of the shaking table model test, showing good consistency. The results show that the dynamic response amplification factor and the influence range of the upper wall are larger than those of the lower wall, reaching the maximum near the ground fissure and decreasing to both sides, showing a "λ" distribution; with the increase of the seismic intensity, the soil softening degree increases, The difference between the dynamic response magnification factor and the magnification factor on both sides of the fractu</description><subject>Acceleration</subject><subject>Dynamic characteristics</subject><subject>Dynamic response</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>Finite element method</subject><subject>Fissures (geology)</subject><subject>Ground motion</subject><subject>Mathematical models</subject><subject>Numerical analysis</subject><subject>Seismic activity</subject><subject>Seismic response</subject><subject>Seismic waves</subject><subject>Shake table tests</subject><subject>Soil dynamics</subject><subject>Three dimensional analysis</subject><issn>1672-2132</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNqNjL0OgjAURjtoIlHe4SbOJFCkymw0zsbBjdRykfrTwr3t4NvL4AM4fck5J99MJIXaykwWpVyIlNne8jyvVa02dSKuZ2TUZHrwDkKP0H6cflsDhDx4xwim16RNQLIcrGHwHdzJR9dCZ5kjIbANCBNAgukq9GPUT1yJeadfjOlvl2J9PFz2p2wgP0bk0Dx8JDepRqqqUjJXalf-V30BN2xDFg</recordid><startdate>20220101</startdate><enddate>20220101</enddate><creator>Xiong, Zhongming</creator><creator>Wang, Jingdong</creator><creator>Zhang, Chao</creator><creator>Huo, Xiaopeng</creator><creator>Wang, Bingrui</creator><general>Zhongguo Zaihai Fangyu Xiehui</general><scope>7ST</scope><scope>C1K</scope><scope>SOI</scope></search><sort><creationdate>20220101</creationdate><title>Research on the dynamic response characteristics of ground fissure site under earthquake</title><author>Xiong, Zhongming ; Wang, Jingdong ; Zhang, Chao ; Huo, Xiaopeng ; Wang, Bingrui</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_journals_26556206683</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>chi</language><creationdate>2022</creationdate><topic>Acceleration</topic><topic>Dynamic characteristics</topic><topic>Dynamic response</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>Finite element method</topic><topic>Fissures (geology)</topic><topic>Ground motion</topic><topic>Mathematical models</topic><topic>Numerical analysis</topic><topic>Seismic activity</topic><topic>Seismic response</topic><topic>Seismic waves</topic><topic>Shake table tests</topic><topic>Soil dynamics</topic><topic>Three dimensional analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xiong, Zhongming</creatorcontrib><creatorcontrib>Wang, Jingdong</creatorcontrib><creatorcontrib>Zhang, Chao</creatorcontrib><creatorcontrib>Huo, Xiaopeng</creatorcontrib><creatorcontrib>Wang, Bingrui</creatorcontrib><collection>Environment Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><jtitle>Fangzai Jianzai Gongcheng Xuebao</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xiong, Zhongming</au><au>Wang, Jingdong</au><au>Zhang, Chao</au><au>Huo, Xiaopeng</au><au>Wang, Bingrui</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Research on the dynamic response characteristics of ground fissure site under earthquake</atitle><jtitle>Fangzai Jianzai Gongcheng Xuebao</jtitle><date>2022-01-01</date><risdate>2022</risdate><issue>1</issue><spage>60</spage><pages>60-</pages><issn>1672-2132</issn><abstract>In order to accurately describe the dynamic characteristics of the ground fissure site, a three-dimensional dynamic numerical analysis model of the ground fissure site was established by using ABAQUS finite element software, and the peak acceleration (PGA) and peak velocity of the ground fissure field were quantitatively analyzed. (PGV), Housner intensity (HI) and Arias intensity (Ia) under different earthquakes, the dynamic response law of the ground fissure site was obtained, and compared with the results of the shaking table model test, showing good consistency. The results show that the dynamic response amplification factor and the influence range of the upper wall are larger than those of the lower wall, reaching the maximum near the ground fissure and decreasing to both sides, showing a "λ" distribution; with the increase of the seismic intensity, the soil softening degree increases, The difference between the dynamic response magnification factor and the magnification factor on both sides of the fractu</abstract><cop>Nanjing</cop><pub>Zhongguo Zaihai Fangyu Xiehui</pub></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1672-2132 |
| ispartof | Fangzai Jianzai Gongcheng Xuebao, 2022-01 (1), p.60 |
| issn | 1672-2132 |
| language | chi |
| recordid | cdi_proquest_journals_2655620668 |
| source | DOAJ Directory of Open Access Journals |
| subjects | Acceleration Dynamic characteristics Dynamic response Earthquake damage Earthquakes Finite element method Fissures (geology) Ground motion Mathematical models Numerical analysis Seismic activity Seismic response Seismic waves Shake table tests Soil dynamics Three dimensional analysis |
| title | Research on the dynamic response characteristics of ground fissure site under earthquake |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-26T19%3A20%3A24IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Research%20on%20the%20dynamic%20response%20characteristics%20of%20ground%20fissure%20site%20under%20earthquake&rft.jtitle=Fangzai%20Jianzai%20Gongcheng%20Xuebao&rft.au=Xiong,%20Zhongming&rft.date=2022-01-01&rft.issue=1&rft.spage=60&rft.pages=60-&rft.issn=1672-2132&rft_id=info:doi/&rft_dat=%3Cproquest%3E2655620668%3C/proquest%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2655620668&rft_id=info:pmid/&rfr_iscdi=true |