Seismic response of a mid-story isolated structure considering SSI in mountainous areas under long-period earthquakes
At present, there is not much research on mid-story isolated structures in mountainous areas. In this study, a model of a mid-story isolated structure considering soil-structure interaction (SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period ear...
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| Veröffentlicht in: | Earthquake Engineering and Engineering Vibration 2024, Vol.23 (1), p.151-161 |
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| creator | Wan, Feng Qin, Shengwu Liu, Dewen Zhao, Tiange Zheng, Yanping Shan, Hang Li, Zhiang Peng, Fusong Xu, Jingran Lei, Min |
| description | At present, there is not much research on mid-story isolated structures in mountainous areas. In this study, a model of a mid-story isolated structure considering soil-structure interaction (SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period earthquake waves and two ordinary earthquake waves are selected as inputs for the dynamic time history analysis of the structure. The results show that the seismic response of a mid-story isolated structure considering SSI in mountainous areas can be amplified when compared with a structure that does not consider SSI. The structure response under long-period earthquakes is larger than that of ordinary earthquakes. The structure response under far-field harmonic-like earthquakes is larger than that of near-fault pulse-type earthquakes. The structure response under near-fault pulse-type earthquakes is larger than that of far-field non-harmonic earthquakes. When subjected to long-period earthquakes, the displacement of the isolated bearings exceeded the limit value, which led to instability and overturning of the structure. The structure with dampers in the isolated story could adequately control the nonlinear response of the structure, effectively reduce the displacement of the isolated bearings, and provide a convenient, efficient and economic method not only for new construction but also to retrofit existing structures. |
| doi_str_mv | 10.1007/s11803-024-2231-2 |
| format | Article |
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In this study, a model of a mid-story isolated structure considering soil-structure interaction (SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period earthquake waves and two ordinary earthquake waves are selected as inputs for the dynamic time history analysis of the structure. The results show that the seismic response of a mid-story isolated structure considering SSI in mountainous areas can be amplified when compared with a structure that does not consider SSI. The structure response under long-period earthquakes is larger than that of ordinary earthquakes. The structure response under far-field harmonic-like earthquakes is larger than that of near-fault pulse-type earthquakes. The structure response under near-fault pulse-type earthquakes is larger than that of far-field non-harmonic earthquakes. When subjected to long-period earthquakes, the displacement of the isolated bearings exceeded the limit value, which led to instability and overturning of the structure. The structure with dampers in the isolated story could adequately control the nonlinear response of the structure, effectively reduce the displacement of the isolated bearings, and provide a convenient, efficient and economic method not only for new construction but also to retrofit existing structures.</description><identifier>ISSN: 1671-3664</identifier><identifier>EISSN: 1993-503X</identifier><identifier>DOI: 10.1007/s11803-024-2231-2</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Civil Engineering ; Control ; Dynamical Systems ; Earth and Environmental Science ; Earth Sciences ; Earthquake dampers ; Earthquakes ; Far fields ; Geotechnical Engineering & Applied Earth Sciences ; Mountain regions ; Mountainous areas ; Mountains ; Nonlinear control ; Nonlinear response ; Retrofitting ; Seismic activity ; Seismic response ; Seismic stability ; Soil-structure interaction ; Technical Papers ; Vibration</subject><ispartof>Earthquake Engineering and Engineering Vibration, 2024, Vol.23 (1), p.151-161</ispartof><rights>Institute of Engineering Mechanics, China Earthquake Administration 2024</rights><rights>Institute of Engineering Mechanics, China Earthquake Administration 2024.</rights><rights>Copyright © Wanfang Data Co. 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All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c305t-4e6e75ccc008272d5bacceb7dcba91fe5bac6bf83dc90d6765edf4e59dfefc3e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://www.wanfangdata.com.cn/images/PeriodicalImages/dzgcygczd-e/dzgcygczd-e.jpg</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11803-024-2231-2$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11803-024-2231-2$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,4009,27902,27903,27904,41467,42536,51298</link.rule.ids></links><search><creatorcontrib>Wan, Feng</creatorcontrib><creatorcontrib>Qin, Shengwu</creatorcontrib><creatorcontrib>Liu, Dewen</creatorcontrib><creatorcontrib>Zhao, Tiange</creatorcontrib><creatorcontrib>Zheng, Yanping</creatorcontrib><creatorcontrib>Shan, Hang</creatorcontrib><creatorcontrib>Li, Zhiang</creatorcontrib><creatorcontrib>Peng, Fusong</creatorcontrib><creatorcontrib>Xu, Jingran</creatorcontrib><creatorcontrib>Lei, Min</creatorcontrib><title>Seismic response of a mid-story isolated structure considering SSI in mountainous areas under long-period earthquakes</title><title>Earthquake Engineering and Engineering Vibration</title><addtitle>Earthq. Eng. Eng. Vib</addtitle><description>At present, there is not much research on mid-story isolated structures in mountainous areas. In this study, a model of a mid-story isolated structure considering soil-structure interaction (SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period earthquake waves and two ordinary earthquake waves are selected as inputs for the dynamic time history analysis of the structure. The results show that the seismic response of a mid-story isolated structure considering SSI in mountainous areas can be amplified when compared with a structure that does not consider SSI. The structure response under long-period earthquakes is larger than that of ordinary earthquakes. The structure response under far-field harmonic-like earthquakes is larger than that of near-fault pulse-type earthquakes. The structure response under near-fault pulse-type earthquakes is larger than that of far-field non-harmonic earthquakes. When subjected to long-period earthquakes, the displacement of the isolated bearings exceeded the limit value, which led to instability and overturning of the structure. The structure with dampers in the isolated story could adequately control the nonlinear response of the structure, effectively reduce the displacement of the isolated bearings, and provide a convenient, efficient and economic method not only for new construction but also to retrofit existing structures.</description><subject>Civil Engineering</subject><subject>Control</subject><subject>Dynamical Systems</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earthquake dampers</subject><subject>Earthquakes</subject><subject>Far fields</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Mountain regions</subject><subject>Mountainous areas</subject><subject>Mountains</subject><subject>Nonlinear control</subject><subject>Nonlinear response</subject><subject>Retrofitting</subject><subject>Seismic activity</subject><subject>Seismic response</subject><subject>Seismic stability</subject><subject>Soil-structure interaction</subject><subject>Technical Papers</subject><subject>Vibration</subject><issn>1671-3664</issn><issn>1993-503X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp1kU9LJDEQxRvZBV3XD7C3gFez5k93evoo4rqC4GEUvIVMUumNO5O0qQ7L-Ok3QwuePFUV_N4reK9pfnD2kzPWXyLnKyYpEy0VQnIqjpoTPgySdkw-f6m76jmVSrXHzTfEF8ZUK6Q6acoaAu6CJRlwShGBJE8M2QVHcU55TwKmrZnBEZxzsXPJQGzlgoMc4kjW6zsSItmlEmcTYipITAaDpMRKkG2KI50qmhwBk-c_r8X8BfzefPVmi3D2Pk-bp183j9e_6f3D7d311T21knUzbUFB31lrGVuJXrhuY6yFTe_sxgzcw-FWG7-Szg7MqV514HwL3eA8eCtBnjYXi-8_E72Jo35JJcf6Ubu30e5H--Y0iBoaqyEOFT9f8Cmn1wI4f_Bi4CvRiV6ySvGFsjkhZvB6ymFn8l5zpg9l6KUMXX31oQwtqkYsGpwOsUH-cP5c9B_IeZCD</recordid><startdate>2024</startdate><enddate>2024</enddate><creator>Wan, Feng</creator><creator>Qin, Shengwu</creator><creator>Liu, Dewen</creator><creator>Zhao, Tiange</creator><creator>Zheng, Yanping</creator><creator>Shan, Hang</creator><creator>Li, Zhiang</creator><creator>Peng, Fusong</creator><creator>Xu, Jingran</creator><creator>Lei, Min</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><general>College of Construction Engineering,Jilin University,Changchun 130015,China%College of Civil Engineering,Southwest Forestry University,Kunming 650024,China%College of civil engineering,Southwest Jiaotong University,Chengdu 610031,China</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7TN</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>2024</creationdate><title>Seismic response of a mid-story isolated structure considering SSI in mountainous areas under long-period earthquakes</title><author>Wan, Feng ; 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Eng. Eng. Vib</stitle><date>2024</date><risdate>2024</risdate><volume>23</volume><issue>1</issue><spage>151</spage><epage>161</epage><pages>151-161</pages><issn>1671-3664</issn><eissn>1993-503X</eissn><abstract>At present, there is not much research on mid-story isolated structures in mountainous areas. In this study, a model of a mid-story isolated structure considering soil-structure interaction (SSI) in mountainous areas is established along with a model that does not consider SSI. Eight long-period earthquake waves and two ordinary earthquake waves are selected as inputs for the dynamic time history analysis of the structure. The results show that the seismic response of a mid-story isolated structure considering SSI in mountainous areas can be amplified when compared with a structure that does not consider SSI. The structure response under long-period earthquakes is larger than that of ordinary earthquakes. The structure response under far-field harmonic-like earthquakes is larger than that of near-fault pulse-type earthquakes. The structure response under near-fault pulse-type earthquakes is larger than that of far-field non-harmonic earthquakes. When subjected to long-period earthquakes, the displacement of the isolated bearings exceeded the limit value, which led to instability and overturning of the structure. The structure with dampers in the isolated story could adequately control the nonlinear response of the structure, effectively reduce the displacement of the isolated bearings, and provide a convenient, efficient and economic method not only for new construction but also to retrofit existing structures.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11803-024-2231-2</doi><tpages>11</tpages></addata></record> |
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| issn | 1671-3664 1993-503X |
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| source | Springer Nature - Complete Springer Journals; Alma/SFX Local Collection |
| subjects | Civil Engineering Control Dynamical Systems Earth and Environmental Science Earth Sciences Earthquake dampers Earthquakes Far fields Geotechnical Engineering & Applied Earth Sciences Mountain regions Mountainous areas Mountains Nonlinear control Nonlinear response Retrofitting Seismic activity Seismic response Seismic stability Soil-structure interaction Technical Papers Vibration |
| title | Seismic response of a mid-story isolated structure considering SSI in mountainous areas under long-period earthquakes |
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