{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T08:25:43Z","timestamp":1782894343974,"version":"3.54.5"},"reference-count":21,"publisher":"Institute of Electrical and Electronics Engineers (IEEE)","license":[{"start":{"date-parts":[[2020,1,1]],"date-time":"2020-01-01T00:00:00Z","timestamp":1577836800000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/legalcode"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["41372288"],"award-info":[{"award-number":["41372288"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100007129","name":"Natural Science Foundation of Shandong Province","doi-asserted-by":"publisher","award":["ZR2019MEE027"],"award-info":[{"award-number":["ZR2019MEE027"]}],"id":[{"id":"10.13039\/501100007129","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100004295","name":"Shandong University of Science and Technology","doi-asserted-by":"publisher","award":["SDKDYC190120"],"award-info":[{"award-number":["SDKDYC190120"]}],"id":[{"id":"10.13039\/501100004295","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["IEEE Access"],"published-print":{"date-parts":[[2020]]},"DOI":"10.1109\/access.2019.2925664","type":"journal-article","created":{"date-parts":[[2019,6,28]],"date-time":"2019-06-28T19:58:23Z","timestamp":1561751903000},"page":"195-204","source":"Crossref","is-referenced-by-count":15,"title":["Numerical Simulation of Seismic Soil-Pile Interaction in Liquefying Ground"],"prefix":"10.1109","volume":"8","author":[{"given":"Desen","family":"Kong","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1834-3493","authenticated-orcid":false,"given":"Meixu","family":"Deng","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Yazhou","family":"Li","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"263","reference":[{"key":"ref10","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2014.10.027"},{"key":"ref11","first-page":"101","article-title":"Numerical analysis on seismic behavior of batter pile group with high-rise pile cap","volume":"35","author":"zhang","year":"2013","journal-title":"Archit Civil Eng Environ"},{"key":"ref12","first-page":"77","article-title":"Dynamic characteristics of inclined straight alternating pile group-soil-bridge structure in liquefied ground","volume":"33","author":"desen","year":"2014","journal-title":"J ShanDong Univ of Technol"},{"key":"ref13","first-page":"143","article-title":"Shaking table tests on pile group-soil-structure interaction to seismic loading on liquefied ground","volume":"33","author":"kong","year":"2011","journal-title":"Chinese Journal of Geotechnical Engineering"},{"key":"ref14","first-page":"154","article-title":"Effects of pile caps height variety on seismic behavior of bridge pier piles","volume":"36","author":"huang","year":"2017","journal-title":"Earthq Eng Eng Dyn"},{"key":"ref15","first-page":"51","article-title":"The shake table test about pile groups-soil-bridge structure seismic interactions of high inherit platform in liquefiable sites","volume":"23","author":"tang","year":"2010","journal-title":"China J Highway Transport"},{"key":"ref16","first-page":"102","article-title":"Shaking table tests for seismic response of pile-supported bridge structure with single-column pier in liquefiable ground","volume":"42","author":"tang","year":"2009","journal-title":"China Civil Engineering Journal"},{"key":"ref17","first-page":"53","article-title":"Study on shaking table test for seismic interaction of pile-soil-bridge structure in case of soil liquefaction caused by earthquake","volume":"22","author":"ling","year":"2002","journal-title":"Earthq Eng Eng Vib"},{"key":"ref18","first-page":"7","article-title":"Large-scale shaking table model test of seismic response of bridge of pile foundation in ground of liquefaction","volume":"27","author":"ling","year":"2006","journal-title":"Rock and Soil Mechanics"},{"key":"ref19","first-page":"450","article-title":"Scale modeling method of shaking table test of dynamic interaction of pile-soil-bridge structure in ground of soil liquefaction","volume":"23","author":"ling","year":"2004","journal-title":"Chinese Journal of Rock Mechanics and Engineering"},{"key":"ref4","first-page":"595","article-title":"Modified calculation method of p-y curves for liquefied soil-pile interaction","volume":"31","author":"li","year":"2009","journal-title":"Chinese Journal of Geotechnical Engineering"},{"key":"ref3","first-page":"1288","article-title":"Preliminary research on liquefaction characteristics of Wenchuan 8.0 earthquake","volume":"28","author":"yuan","year":"2009","journal-title":"Chinese Journal of Rock Mechanics and Engineering"},{"key":"ref6","first-page":"1","article-title":"Seismic damage summarization of site effect and soil liquefaction in 2016 Kaohsiung earthquake","volume":"36","author":"li","year":"2016","journal-title":"Earthq Eng Eng Dyn"},{"key":"ref5","first-page":"165","article-title":"Earthquake damage mechanism analysis of Dakai metro station by Kobe earthquake","volume":"6","author":"du","year":"2016","journal-title":"Journal of Disaster Prevention and Mitigation Engineering"},{"key":"ref8","doi-asserted-by":"publisher","DOI":"10.1007\/s11803-005-0004-0"},{"key":"ref7","doi-asserted-by":"publisher","DOI":"10.1007\/s11803-008-0836-5"},{"key":"ref2","first-page":"1119","article-title":"Characteristic analysis of liquefied soil in Wenchuan earthquake","volume":"32","author":"hou","year":"2011","journal-title":"Rock and Soil Mechanics"},{"key":"ref1","first-page":"147","author":"liu","year":"1986","journal-title":"Damage in Tangshan Great Earthquake"},{"key":"ref9","doi-asserted-by":"publisher","DOI":"10.1007\/s10518-008-9085-2"},{"key":"ref20","doi-asserted-by":"crossref","first-page":"421","DOI":"10.1061\/JSFEAQ.0001885","article-title":"Finite element method accuracy for wave propagation problems","volume":"99","author":"kuhlemeyer","year":"1973","journal-title":"J Soil Mech Found Div"},{"key":"ref21","doi-asserted-by":"publisher","DOI":"10.1155\/2019\/3758286"}],"container-title":["IEEE Access"],"original-title":[],"link":[{"URL":"http:\/\/xplorestaging.ieee.org\/ielx7\/6287639\/8948470\/08750786.pdf?arnumber=8750786","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,9,22]],"date-time":"2022-09-22T10:28:22Z","timestamp":1663842502000},"score":1,"resource":{"primary":{"URL":"https:\/\/ieeexplore.ieee.org\/document\/8750786\/"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2020]]},"references-count":21,"URL":"https:\/\/doi.org\/10.1109\/access.2019.2925664","relation":{},"ISSN":["2169-3536"],"issn-type":[{"value":"2169-3536","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020]]}}}