{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,25]],"date-time":"2026-01-25T16:59:50Z","timestamp":1769360390399,"version":"3.49.0"},"reference-count":19,"publisher":"Wiley","issue":"1","license":[{"start":{"date-parts":[[2021,4,7]],"date-time":"2021-04-07T00:00:00Z","timestamp":1617753600000},"content-version":"vor","delay-in-days":96,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"National Natural Science Foundation Key Project of China","award":["51178080"],"award-info":[{"award-number":["51178080"]}]},{"name":"National Natural Science Foundation Key Project of China","award":["BS201931"],"award-info":[{"award-number":["BS201931"]}]},{"name":"Doctoral Research Initiation Fund of Shandong Technology and Business University","award":["51178080"],"award-info":[{"award-number":["51178080"]}]},{"name":"Doctoral Research Initiation Fund of Shandong Technology and Business University","award":["BS201931"],"award-info":[{"award-number":["BS201931"]}]}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Computational Intelligence and Neuroscience"],"published-print":{"date-parts":[[2021,1]]},"abstract":"<jats:p>Seismic analysis of concrete\u2010filled steel tube (CFST) arch bridge based on finite element method is a time\u2010consuming work. Especially when uncertainty of material and structural parameters are involved, the computational requirements may exceed the computational power of high performance computers. In this paper, a seismic analysis method of CFST arch bridge based on artificial neural network is presented. The ANN is trained by these seismic damage and corresponding sample parameters based on finite element analysis. In order to obtain more efficient training samples, a uniform design method is used to select sample parameters. By comparing the damage probabilities under different seismic intensities, it is found that the damage probabilities of the neural network method and the finite element method are basically the same. The method based on ANN can save a lot of computing time.<\/jats:p>","DOI":"10.1155\/2021\/5581637","type":"journal-article","created":{"date-parts":[[2021,4,7]],"date-time":"2021-04-07T23:23:51Z","timestamp":1617837831000},"update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":5,"title":["Artificial Neural Network\u2010Based Method for Seismic Analysis of Concrete\u2010Filled Steel Tube Arch Bridges"],"prefix":"10.1155","volume":"2021","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-8317-1355","authenticated-orcid":false,"given":"Zhen","family":"Liu","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Shibo","family":"Zhang","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"311","published-online":{"date-parts":[[2021,4,7]]},"reference":[{"key":"e_1_2_11_1_2","doi-asserted-by":"publisher","DOI":"10.1155\/2020\/8819137"},{"key":"e_1_2_11_2_2","doi-asserted-by":"publisher","DOI":"10.1155\/2020\/8877785"},{"key":"e_1_2_11_3_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2020.111443"},{"key":"e_1_2_11_4_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.jcsr.2020.106425"},{"key":"e_1_2_11_5_2","doi-asserted-by":"publisher","DOI":"10.1007\/s12205-017-1329-8"},{"key":"e_1_2_11_6_2","doi-asserted-by":"publisher","DOI":"10.1155\/2020\/8594727"},{"key":"e_1_2_11_7_2","doi-asserted-by":"publisher","DOI":"10.1155\/2018\/1214301"},{"key":"e_1_2_11_8_2","doi-asserted-by":"publisher","DOI":"10.1260\/1369-4332.17.3.413"},{"key":"e_1_2_11_9_2","first-page":"129","article-title":"Predicting the seismic performance of cylindrical steel tanks using artificial neural networks (ann)","volume":"8","author":"Razzaghi M. 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