{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,7,30]],"date-time":"2025-07-30T14:41:35Z","timestamp":1753886495627,"version":"3.41.2"},"reference-count":10,"publisher":"Wiley","issue":"1","license":[{"start":{"date-parts":[[2012,8,16]],"date-time":"2012-08-16T00:00:00Z","timestamp":1345075200000},"content-version":"vor","delay-in-days":228,"URL":"http:\/\/creativecommons.org\/licenses\/by\/3.0\/"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Journal of Applied Mathematics"],"published-print":{"date-parts":[[2012,1]]},"abstract":"<jats:p>Interaction of surface\/internal water waves with a floating platform is discussed with nonlinearity of fluid motion and flexibility of oscillating structure. The set of governing equations based on a variational principle is applied to a one\u2010 or two\u2010layer fluid interacting with a horizontally very large and elastic thin plate floating on the water surface. Calculation results of surface displacements are compared with the existing experimental data, where a tsunami, in terms of a solitary wave, propagates across one\u2010layer water with a floating thin plate. We also simulate surface and internal waves due to a point load, such as an airplane, moving on a very large floating structure in shallow water. The wave height of the surface or internal mode is amplified when the velocity of moving point load is equal to the surface\u2010 or internal\u2010mode celerity, respectively.<\/jats:p>","DOI":"10.1155\/2012\/830530","type":"journal-article","created":{"date-parts":[[2012,8,17]],"date-time":"2012-08-17T21:02:03Z","timestamp":1345237323000},"update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":10,"title":["Surface and Internal Waves due to a Moving Load on a Very Large Floating Structure"],"prefix":"10.1155","volume":"2012","author":[{"given":"Taro","family":"Kakinuma","sequence":"first","affiliation":[]},{"given":"Kei","family":"Yamashita","sequence":"additional","affiliation":[]},{"given":"Keisuke","family":"Nakayama","sequence":"additional","affiliation":[]}],"member":"311","published-online":{"date-parts":[[2012,8,16]]},"reference":[{"key":"e_1_2_7_1_2","doi-asserted-by":"publisher","DOI":"10.1146\/annurev.fl.27.010195.000555"},{"key":"e_1_2_7_2_2","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-950X(1997)123:2(57)"},{"key":"e_1_2_7_3_2","unstructured":"SakaiS. LiuX. SasamotoM. andKagesaT. Experimental and numerical study on the hydroelastic behavior of VLFS under tsunami Proceedings of the Hydroelasticity in Marine Technology 1998 RIAM Kyushu University 385\u2013392."},{"key":"e_1_2_7_4_2","doi-asserted-by":"publisher","DOI":"10.1006\/jfls.2000.0313"},{"key":"e_1_2_7_5_2","doi-asserted-by":"publisher","DOI":"10.1016\/j.ijengsci.2010.04.007"},{"key":"e_1_2_7_6_2","doi-asserted-by":"crossref","unstructured":"YamashitaK. KakinumaT. andNakayamaK. Numerical analyses on propagation of nonlinear internal waves 32 waves. 24 Proceedings of the International Conference on Coastal Engineering 2011 1\u201315.","DOI":"10.9753\/icce.v32.waves.24"},{"key":"e_1_2_7_7_2","doi-asserted-by":"crossref","unstructured":"KakinumaT. A nonlinear numerical model for the interaction of surface and internal waves with very large floating or submerged flexible platforms Proceedings of the 1st International Conference on Fluid Structure Interaction 2001 Wessex Institute of Technology 177\u2013186.","DOI":"10.2208\/prooe.17.181"},{"key":"e_1_2_7_8_2","unstructured":"KakinumaT. A set of fully nonlinear equations for surface and internal gravity waves Proceedings of the 5th International Conference on Computer Modelling of Seas and Coastal Regions 2001 Wessex Institute of Technology 225\u2013234."},{"key":"e_1_2_7_9_2","doi-asserted-by":"publisher","DOI":"10.1002\/fld.2037"},{"key":"e_1_2_7_10_2","doi-asserted-by":"crossref","DOI":"10.2208\/prohe.51.169","article-title":"Numerical simulation of internal waves using a set of fully nonlinear internal-wave equations","volume":"51","author":"Kakinuma T.","year":"2007","journal-title":"Annual Journal of Hydraulic Engineering"}],"container-title":["Journal of Applied Mathematics"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/downloads.hindawi.com\/journals\/jam\/2012\/830530.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/downloads.hindawi.com\/journals\/jam\/2012\/830530.xml","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1155\/2012\/830530","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,6,11]],"date-time":"2024-06-11T07:00:04Z","timestamp":1718089204000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1155\/2012\/830530"}},"subtitle":[],"editor":[{"given":"Ferenc","family":"Hartung","sequence":"additional","affiliation":[]}],"short-title":[],"issued":{"date-parts":[[2012,1]]},"references-count":10,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2012,1]]}},"alternative-id":["10.1155\/2012\/830530"],"URL":"https:\/\/doi.org\/10.1155\/2012\/830530","archive":["Portico"],"relation":{},"ISSN":["1110-757X","1687-0042"],"issn-type":[{"type":"print","value":"1110-757X"},{"type":"electronic","value":"1687-0042"}],"subject":[],"published":{"date-parts":[[2012,1]]},"assertion":[{"value":"2012-02-29","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2012-06-04","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2012-08-16","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}],"article-number":"830530"}}