{"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}
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.
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.