利用消能装置进行2020年东京奥运会体育馆抗震设计

Yoshikazu Sugiura, D. Nishikawa, Yasuyoshi Hitomi
{"title":"利用消能装置进行2020年东京奥运会体育馆抗震设计","authors":"Yoshikazu Sugiura, D. Nishikawa, Yasuyoshi Hitomi","doi":"10.20898/j.iass.2023.013","DOIUrl":null,"url":null,"abstract":"This facility was used for the Tokyo 2020 Olympic and Paralympic Games. It is a multi-purpose arena with up to 11,000 seats, and the roof covers the large space of the auditorium and stadium column-free. In this paper, the structural design of the main arena is introduced. The roof\n frame is structured by steel pipe trusses with simple planar trusses as a basic unit. Each planar truss is designed in accordance with the bending moment distribution which occurs in the various span each frame has. By arranging these planar trusses with various shapes, a free roof form is\n possible to be realized rationally. Oil dampers are installed at the joint of the truss girder and the truss columns, giving the damping effect of earthquake and wind. The dampers are effective at reducing vibrations not only horizontally but also vertically. With respect to unexpected earthquakes,\n this design is based on the concept of fail-safe, so as to ensure safety. Based on the idea above, large space structure with higher safety is realized using a simple structural system.","PeriodicalId":42855,"journal":{"name":"Journal of the International Association for Shell and Spatial Structures","volume":"1 1","pages":""},"PeriodicalIF":1.1000,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic Design of Sports Arena for Tokyo Olympic 2020 Using Energy-Dissipation Devices\",\"authors\":\"Yoshikazu Sugiura, D. Nishikawa, Yasuyoshi Hitomi\",\"doi\":\"10.20898/j.iass.2023.013\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This facility was used for the Tokyo 2020 Olympic and Paralympic Games. It is a multi-purpose arena with up to 11,000 seats, and the roof covers the large space of the auditorium and stadium column-free. In this paper, the structural design of the main arena is introduced. The roof\\n frame is structured by steel pipe trusses with simple planar trusses as a basic unit. Each planar truss is designed in accordance with the bending moment distribution which occurs in the various span each frame has. By arranging these planar trusses with various shapes, a free roof form is\\n possible to be realized rationally. Oil dampers are installed at the joint of the truss girder and the truss columns, giving the damping effect of earthquake and wind. The dampers are effective at reducing vibrations not only horizontally but also vertically. With respect to unexpected earthquakes,\\n this design is based on the concept of fail-safe, so as to ensure safety. Based on the idea above, large space structure with higher safety is realized using a simple structural system.\",\"PeriodicalId\":42855,\"journal\":{\"name\":\"Journal of the International Association for Shell and Spatial Structures\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2023-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the International Association for Shell and Spatial Structures\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.20898/j.iass.2023.013\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the International Association for Shell and Spatial Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.20898/j.iass.2023.013","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

该设施曾用于2020年东京奥运会和残奥会。这是一个多用途的竞技场,有多达11000个座位,屋顶覆盖了礼堂和体育场的大空间。本文介绍了主舞台的结构设计。屋顶框架采用钢管桁架结构,以简单平面桁架为基本单元。每个平面特拉斯都是根据每个框架不同跨度的弯矩分布进行设计的。通过布置这些形状各异的平面桁架,可以合理地实现自由屋顶形式。在特拉斯梁与特拉斯柱的连接处设置油阻尼器,起到地震和风的阻尼作用。阻尼器不仅在水平方向上而且在垂直方向上都能有效地减少振动。对于意外地震,本设计基于故障安全的概念,以确保安全。基于上述思想,采用简单的结构体系实现了安全性较高的大空间结构。
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
Seismic Design of Sports Arena for Tokyo Olympic 2020 Using Energy-Dissipation Devices
This facility was used for the Tokyo 2020 Olympic and Paralympic Games. It is a multi-purpose arena with up to 11,000 seats, and the roof covers the large space of the auditorium and stadium column-free. In this paper, the structural design of the main arena is introduced. The roof frame is structured by steel pipe trusses with simple planar trusses as a basic unit. Each planar truss is designed in accordance with the bending moment distribution which occurs in the various span each frame has. By arranging these planar trusses with various shapes, a free roof form is possible to be realized rationally. Oil dampers are installed at the joint of the truss girder and the truss columns, giving the damping effect of earthquake and wind. The dampers are effective at reducing vibrations not only horizontally but also vertically. With respect to unexpected earthquakes, this design is based on the concept of fail-safe, so as to ensure safety. Based on the idea above, large space structure with higher safety is realized using a simple structural system.
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
CiteScore
1.40
自引率
0.00%
发文量
17
期刊介绍: The Association publishes an international journal, the Journal of the IASS, four times yearly, in print (ISSN 1028-365X) and on-line (ISSN 1996-9015). The months of publication are March, June, September and December. Occasional extra electronic-only issues are included in the on-line version. From this page you can access one or more issues -- a sample issue if you are not logged into the members-only portion of the site, or the current issue and several back issues if you are logged in as a member. For any issue that you can view, you can download articles as .pdf files.
期刊最新文献
Membrane Solution for a Paraboloid under Self-Weight An Initial-Morphogenesis Technique of Free-Form Shell Roofing Based on a Fourier Transform Seismic Design of Sports Arena for Tokyo Olympic 2020 Using Energy-Dissipation Devices Progressive Collapse Analysis of Single-Layer Latticed Domes With Fabricated Joints The Gridshells for the San Francisco Salesforce Transit Center
×
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