气浮式隔振平台高稳定支撑结构优化设计

Junning Cui, Yamin Zhao, Shitong Liang, Hongjun Zhong, Zhongyi Cheng, Xing Bian
{"title":"气浮式隔振平台高稳定支撑结构优化设计","authors":"Junning Cui, Yamin Zhao, Shitong Liang, Hongjun Zhong, Zhongyi Cheng, Xing Bian","doi":"10.1145/3386415.3387064","DOIUrl":null,"url":null,"abstract":"For the optimization design of a high-stability 12-m-high supporting structure mounted on a 10 m x 7.5 m vibration isolation platform, the biggest challenge is to achieve a natural frequency of above 10 Hz and to make the stiffness-mass ratio as high as possible at the same time. Based on a preliminarily designed frame structure, optimization design based on tower structure and finite element analysis (FEA) is carried out. X-shaped crossbar structures and tilting supporting tubes are introduced as further reinforcement, besides dimensional and position parameters of the reinforcement structures are optimized with the assistance of FEA. FEA simulation results show that the first-order natural frequency of the supporting structure is optimized from 4.88 Hz to 10.02 Hz, while the incremental weight of the reinforcement structure is kept as low as 6.4 t.","PeriodicalId":250211,"journal":{"name":"Proceedings of the 2nd International Conference on Information Technologies and Electrical Engineering","volume":"58 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-12-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Optimization Design of a High Stability Supporting Structure on an Air-Floated Vibration Isolation Platform\",\"authors\":\"Junning Cui, Yamin Zhao, Shitong Liang, Hongjun Zhong, Zhongyi Cheng, Xing Bian\",\"doi\":\"10.1145/3386415.3387064\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"For the optimization design of a high-stability 12-m-high supporting structure mounted on a 10 m x 7.5 m vibration isolation platform, the biggest challenge is to achieve a natural frequency of above 10 Hz and to make the stiffness-mass ratio as high as possible at the same time. Based on a preliminarily designed frame structure, optimization design based on tower structure and finite element analysis (FEA) is carried out. X-shaped crossbar structures and tilting supporting tubes are introduced as further reinforcement, besides dimensional and position parameters of the reinforcement structures are optimized with the assistance of FEA. FEA simulation results show that the first-order natural frequency of the supporting structure is optimized from 4.88 Hz to 10.02 Hz, while the incremental weight of the reinforcement structure is kept as low as 6.4 t.\",\"PeriodicalId\":250211,\"journal\":{\"name\":\"Proceedings of the 2nd International Conference on Information Technologies and Electrical Engineering\",\"volume\":\"58 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-12-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 2nd International Conference on Information Technologies and Electrical Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1145/3386415.3387064\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 2nd International Conference on Information Technologies and Electrical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1145/3386415.3387064","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

对于安装在10 m × 7.5 m隔振平台上的高稳定12 m高支撑结构的优化设计,最大的挑战是实现10 Hz以上的固有频率,同时使刚度-质量比尽可能高。在初步设计框架结构的基础上,进行了基于塔架结构和有限元分析的优化设计。引入x形横梁结构和倾斜支承管作为进一步加固,并利用有限元分析对加固结构的尺寸和位置参数进行了优化。有限元模拟结果表明,支护结构的一阶固有频率从4.88 Hz优化到10.02 Hz,而配筋结构的增量重量保持在6.4 t以下。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimization Design of a High Stability Supporting Structure on an Air-Floated Vibration Isolation Platform
For the optimization design of a high-stability 12-m-high supporting structure mounted on a 10 m x 7.5 m vibration isolation platform, the biggest challenge is to achieve a natural frequency of above 10 Hz and to make the stiffness-mass ratio as high as possible at the same time. Based on a preliminarily designed frame structure, optimization design based on tower structure and finite element analysis (FEA) is carried out. X-shaped crossbar structures and tilting supporting tubes are introduced as further reinforcement, besides dimensional and position parameters of the reinforcement structures are optimized with the assistance of FEA. FEA simulation results show that the first-order natural frequency of the supporting structure is optimized from 4.88 Hz to 10.02 Hz, while the incremental weight of the reinforcement structure is kept as low as 6.4 t.
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
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信