{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,4]],"date-time":"2026-05-04T20:36:30Z","timestamp":1777926990634,"version":"3.51.4"},"reference-count":22,"publisher":"SAGE Publications","issue":"8","license":[{"start":{"date-parts":[[2013,8,29]],"date-time":"2013-08-29T00:00:00Z","timestamp":1377734400000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Proceedings of the Institution of Mechanical Engineers, Part I: Journal of Systems and Control Engineering"],"published-print":{"date-parts":[[2013,9]]},"abstract":"<jats:p>The seismic response of a quayside container crane structure, with and without the base isolator, to an earthquake load is investigated through shaking table tests on a scaled model. To this end, a 1:50 scale model is introduced and a base isolator is developed. Then, the experimental study as well as numerical analysis is successively carried out on this scaled model. The results from the experimental work agree well with those from the finite element calculation. Using the scaled model and the designed base isolator, a series of shaking table tests are carried out to investigate the seismic responses to the earthquake loads of the structure and the effectiveness of the base isolator. It is concluded from the experimental results on the scaled model that the crane structure is safe from moderate seismic loads, and the base isolator is effective to dramatically reduce seismic response of the crane structure in terms of the maximum strain and acceleration amplitude to the earthquake loads.<\/jats:p>","DOI":"10.1177\/0959651813501298","type":"journal-article","created":{"date-parts":[[2013,8,29]],"date-time":"2013-08-29T21:05:54Z","timestamp":1377810354000},"page":"645-661","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":1,"title":["Experimental seismic analysis of a quayside container crane structure using a scaled model"],"prefix":"10.1177","volume":"227","author":[{"given":"YL","family":"Jin","sequence":"first","affiliation":[{"name":"Aerospace System Engineering Shanghai, Shanghai, People\u2019s Republic of China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"XK","family":"Zhang","sequence":"additional","affiliation":[{"name":"Aerospace System Engineering Shanghai, Shanghai, People\u2019s Republic of China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"179","published-online":{"date-parts":[[2013,8,29]]},"reference":[{"key":"bibr1-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9399(1998)124:11(1241)"},{"key":"bibr2-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9445(2000)126:4(518)"},{"key":"bibr3-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.590"},{"key":"bibr4-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1002\/tal.497"},{"key":"bibr5-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2006.05.025"},{"key":"bibr6-0959651813501298","volume-title":"Proceedings of the 14th world conference on earthquake engineering","author":"Bousias SN"},{"key":"bibr7-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1177\/1077546311429338"},{"key":"bibr8-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1177\/1077546311418868"},{"key":"bibr9-0959651813501298","volume-title":"Proceedings of the 14th world conference on earthquake engineering","author":"Jacobs LD"},{"key":"bibr10-0959651813501298","first-page":"731","volume-title":"Proceedings of the 6th international conference on behaviour of steel structures in seismic areas","author":"Jacobs LD"},{"key":"bibr11-0959651813501298","first-page":"91","volume-title":"Proceedings of the 12th triennial international conference","author":"Jacobs LD"},{"key":"bibr12-0959651813501298","first-page":"2692","author":"Jacobs LD","journal-title":"ASCE 2010 structures congress"},{"key":"bibr13-0959651813501298","unstructured":"Sugano T, Shibakusa T, Fujiwara K, Study on the seismic performance of container crane-development of the container crane with isolation system. PARI Report 042-02-09, June 2003, vol. 42, issue 2, pp.221\u2013250. Yokosuka, Japan: Port Airport Research Institute (in Japanese)."},{"key":"bibr14-0959651813501298","volume-title":"Proceedings of the 14th world conference on earthquake engineering","author":"Sugano T"},{"key":"bibr15-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2008.06.008"},{"key":"bibr16-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.791"},{"key":"bibr17-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1017\/CBO9781107050242.004"},{"key":"bibr18-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1016\/j.mser.2004.05.001"},{"key":"bibr19-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1177\/0954406211423603"},{"key":"bibr20-0959651813501298","doi-asserted-by":"publisher","DOI":"10.1142\/S0219455412500344"},{"key":"bibr21-0959651813501298","unstructured":"Ministry of Transport of the People\u2019s Republic of China (MTPRC). Code of earthquake resistance design for water transport engineering (JTJ 225-98). Xiamen, China: Xiamen University Press, 2004, pp.50\u201355."},{"key":"bibr22-0959651813501298","unstructured":"Jin YL. Anti-seismic analysis and isolation study of quayside container crane. 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