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Project cases of vibration control engineering practice for long-span structure are introduced. Case 1 is Beijing Olympic National Conference Center with a steel structure floor span of 60 m×81 m. Case 2 is the High-speed Railway Hub Station, including Changsha New Railway Station with the span 49 m, Xi’an North Railway Station with the span 43 m and Shenyang Railway Station with the span 31 m. In Case 1 and 2, the MTMD (Multi-TMD) are used for comfort control under pedestrian load. Case 3 is the Fuzhou Strait International Conference and Exhibition Center, the MTMD system was set up in the large span roof to control the wind-induced vibration response of the structure. In these cases, project overview, MTMD design, analysis model and calculation of structural control are introduced respectively.
Project cases of vibration control engineering practice for long-span structure are introduced. Case 1 is Beijing Olympic National Conference Center with a steel structure floor span of 60 m×81 m. Case 2 is the High-speed Railway Hub Station, including Changsha New Railway Station with the span 49 m, Xi’an North Railway Station with the span 43 m and Shenyang Railway Station with the span 31 m. In Case 1 and 2, the MTMD (Multi-TMD) are used for comfort control under pedestrian load. Case 3 is the Fuzhou Strait International Conference and Exhibition Center, the MTMD system was set up in the large span roof to control the wind-induced vibration response of the structure. In these cases, project overview, MTMD design, analysis model and calculation of structural control are introduced respectively.
Engineering Practice of Vibration Control for Long-Span Structures
Springer Tracts in Civil Engineering
Li, Aiqun (author)
2020-03-12
30 pages
Article/Chapter (Book)
Electronic Resource
English
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