{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,16]],"date-time":"2026-01-16T19:22:32Z","timestamp":1768591352300,"version":"3.49.0"},"reference-count":30,"publisher":"Institute of Electrical and Electronics Engineers (IEEE)","license":[{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/legalcode"}],"funder":[{"DOI":"10.13039\/501100012166","name":"National Key Research and Development Program","doi-asserted-by":"publisher","award":["2017YFC0404903"],"award-info":[{"award-number":["2017YFC0404903"]}],"id":[{"id":"10.13039\/501100012166","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["51709090"],"award-info":[{"award-number":["51709090"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100004608","name":"Natural Science Foundation of Jiangsu Province","doi-asserted-by":"publisher","award":["BK20170884"],"award-info":[{"award-number":["BK20170884"]}],"id":[{"id":"10.13039\/501100004608","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["IEEE Access"],"published-print":{"date-parts":[[2021]]},"DOI":"10.1109\/access.2021.3070479","type":"journal-article","created":{"date-parts":[[2021,4,1]],"date-time":"2021-04-01T19:43:37Z","timestamp":1617306217000},"page":"54820-54830","source":"Crossref","is-referenced-by-count":2,"title":["Research on Seismic Input Method of Layered Ground Foundation"],"prefix":"10.1109","volume":"9","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-8382-2752","authenticated-orcid":false,"given":"Zhonghui","family":"Bi","sequence":"first","affiliation":[{"name":"State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Binghui","family":"Cui","sequence":"additional","affiliation":[{"name":"College of Civil and Transportation Engineering, Hohai University, Nanjing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Yafei","family":"Zhai","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"263","reference":[{"key":"ref30","first-page":"152","article-title":"Study on damage and failure of gravity dam under main aftershock sequence based on NGA model","volume":"51","author":"zhai","year":"2020","journal-title":"J Hydraulic Eng"},{"key":"ref10","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9399(1994)120:1(25)"},{"key":"ref11","doi-asserted-by":"publisher","DOI":"10.1007\/s11803-006-0585-2"},{"key":"ref12","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2010.04.004"},{"key":"ref13","doi-asserted-by":"publisher","DOI":"10.4028\/www.scientific.net\/AMR.838-841.1585"},{"key":"ref14","first-page":"2582","article-title":"The dynamic analysis of gravity dam-layered foundation interaction based on a high-order doubly asymptotic open boundary","volume":"62","author":"gao","year":"2019","journal-title":"Chin J Geophys"},{"key":"ref15","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.263"},{"key":"ref16","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.487"},{"key":"ref17","doi-asserted-by":"publisher","DOI":"10.1002\/nme.3251"},{"key":"ref18","first-page":"2564","article-title":"Time-history algorithm for earthquake effect in layered-soil site","volume":"30","author":"fan","year":"2009","journal-title":"Rock and Soil Mechanics"},{"key":"ref19","doi-asserted-by":"publisher","DOI":"10.1109\/ICETCE.2011.5775436"},{"key":"ref28","first-page":"159","article-title":"Effect of oblique incidence of seismic waves on seismic responses of high arch dam","volume":"30","author":"xu","year":"2011","journal-title":"J Hydroelectr Eng"},{"key":"ref4","doi-asserted-by":"publisher","DOI":"10.1016\/j.engfailanal.2018.04.039"},{"key":"ref27","first-page":"183","article-title":"Study on obliquely incident seismic waves based on viscous-spring boundary","volume":"34","author":"chen","year":"2015","journal-title":"J Hydroelectr Eng"},{"key":"ref3","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.4290090406"},{"key":"ref6","first-page":"2072","article-title":"Wave-field simulation in VTI media irregular free surface","volume":"54","author":"lan","year":"2011","journal-title":"Chin J Geophys Chin Ed"},{"key":"ref29","first-page":"849","article-title":"Limitations in application of finite element method in acoustic numerical simulation","volume":"44","author":"odygowski","year":"2006","journal-title":"J Theor Appl Mech"},{"key":"ref5","doi-asserted-by":"publisher","DOI":"10.1007\/s41062-016-0015-x"},{"key":"ref8","first-page":"690","article-title":"Summary and review of the numerical methods for analyzing soil-structure dynamic interaction","volume":"21","author":"liang","year":"1997","journal-title":"J Beijing Jiaotong Univ"},{"key":"ref7","doi-asserted-by":"publisher","DOI":"10.1016\/S0141-0296(01)00051-7"},{"key":"ref2","doi-asserted-by":"publisher","DOI":"10.1016\/S0165-1250(98)80018-7"},{"key":"ref9","first-page":"2731","article-title":"A local absorbing boundary condition based on the one-way wave equations","author":"liao","year":"2006","journal-title":"Proc IEEE Antennas Propag Soc Int Symp"},{"key":"ref1","doi-asserted-by":"publisher","DOI":"10.1109\/ACCESS.2020.2995592"},{"key":"ref20","first-page":"100","article-title":"Modified scaled boundary finite element method solution for dynamic stiffness matrix of laminar foundation","volume":"30","author":"han","year":"2012","journal-title":"Water Resources and Power"},{"key":"ref22","doi-asserted-by":"publisher","DOI":"10.1002\/nme.2562"},{"key":"ref21","doi-asserted-by":"publisher","DOI":"10.1016\/j.compgeo.2014.08.008"},{"key":"ref24","doi-asserted-by":"publisher","DOI":"10.32604\/cmes.2019.05043"},{"key":"ref23","doi-asserted-by":"publisher","DOI":"10.1360\/N092015-00175"},{"key":"ref26","doi-asserted-by":"publisher","DOI":"10.1016\/j.soildyn.2018.09.041"},{"key":"ref25","first-page":"87","article-title":"Viscoelastic artificial boundary model considering layered foundation","volume":"39","author":"yin","year":"2019","journal-title":"Advances in Science and Technology of Water Resources"}],"container-title":["IEEE Access"],"original-title":[],"link":[{"URL":"http:\/\/xplorestaging.ieee.org\/ielx7\/6287639\/9312710\/09393343.pdf?arnumber=9393343","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,9,8]],"date-time":"2022-09-08T20:53:55Z","timestamp":1662670435000},"score":1,"resource":{"primary":{"URL":"https:\/\/ieeexplore.ieee.org\/document\/9393343\/"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021]]},"references-count":30,"URL":"https:\/\/doi.org\/10.1109\/access.2021.3070479","relation":{},"ISSN":["2169-3536"],"issn-type":[{"value":"2169-3536","type":"electronic"}],"subject":[],"published":{"date-parts":[[2021]]}}}