考虑水中和海底地震波传播特性的浮式结构海震响应预测方法研究(第一报告)

M. Bessho, H. Maeda, K. Masuda, H. Takamura
{"title":"考虑水中和海底地震波传播特性的浮式结构海震响应预测方法研究(第一报告)","authors":"M. Bessho, H. Maeda, K. Masuda, H. Takamura","doi":"10.2534/JJASNAOE1968.2001.190_381","DOIUrl":null,"url":null,"abstract":"The purposes of present study are to develop the powerful numerical method for sea shock phenomenon and to clarify the characteristics of sea shock responses on very large floating structure.The present numerical method has been considered the characteristics of propagation earthquake waves in water and seabed. Numerical computations have been carried out very large floating structures in the cases of several seabed conditions.From the comparisons of computational results, it is that the numerical results by present method are greatly different of the results with the rigid seabed condition.","PeriodicalId":321056,"journal":{"name":"Journal of the Society of Naval Architects of Japan","volume":"64 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2001-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on prediction method of sea-shock response of floating structure considering the characteristics of propagation of earthquake waves in water and seabed (First Report)\",\"authors\":\"M. Bessho, H. Maeda, K. Masuda, H. Takamura\",\"doi\":\"10.2534/JJASNAOE1968.2001.190_381\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The purposes of present study are to develop the powerful numerical method for sea shock phenomenon and to clarify the characteristics of sea shock responses on very large floating structure.The present numerical method has been considered the characteristics of propagation earthquake waves in water and seabed. Numerical computations have been carried out very large floating structures in the cases of several seabed conditions.From the comparisons of computational results, it is that the numerical results by present method are greatly different of the results with the rigid seabed condition.\",\"PeriodicalId\":321056,\"journal\":{\"name\":\"Journal of the Society of Naval Architects of Japan\",\"volume\":\"64 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2001-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Society of Naval Architects of Japan\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2534/JJASNAOE1968.2001.190_381\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Society of Naval Architects of Japan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2534/JJASNAOE1968.2001.190_381","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

本研究的目的是建立一种有效的海震现象的数值计算方法,并阐明超大型浮式结构的海震响应特征。目前的数值方法考虑了地震波在水中和海底的传播特性。对几种海底条件下的大型浮体结构进行了数值计算。从计算结果的比较来看,本文方法的数值计算结果与刚性海底条件下的计算结果存在较大差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Study on prediction method of sea-shock response of floating structure considering the characteristics of propagation of earthquake waves in water and seabed (First Report)
The purposes of present study are to develop the powerful numerical method for sea shock phenomenon and to clarify the characteristics of sea shock responses on very large floating structure.The present numerical method has been considered the characteristics of propagation earthquake waves in water and seabed. Numerical computations have been carried out very large floating structures in the cases of several seabed conditions.From the comparisons of computational results, it is that the numerical results by present method are greatly different of the results with the rigid seabed condition.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Estimation Method for Dragged Anchor Accident Frequency on Subsea Pipelines in Busy Port Areas Study on the Water-exchange Performance of Buoyancy-control Type Ballast-free Ship by Model Tests at Sea Experimental and Numerical Study of an Anti-Sloshing Floating Device for Membrane-Type LNG Tanks Variational Principles Related to Motions of a Floating Elastic Plate in Waves Kinetic Analysis of Ships using Satellite Image
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1