{"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。
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.