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Author:

Xue, Suduo (Xue, Suduo.) | Zhao, Zetao (Zhao, Zetao.) | Li, Xiongyan (Li, Xiongyan.) (Scholars:李雄彦) | Liu, Renjie (Liu, Renjie.) | Dezhkam, Majid (Dezhkam, Majid.) | Lu, Zhen (Lu, Zhen.) | Liu, Tifeng (Liu, Tifeng.) | Fan, Qinxin (Fan, Qinxin.) | Jing, Hui (Jing, Hui.)

Indexed by:

Scopus SCIE

Abstract:

The center-hung scoreboard is a large electronic display device, that usually has a significant weight and is flexibly suspended from the roof of the gymnasium. The suspen-dome structure is one of the common roof structures of gymnasiums. In order to investigate the effect of the center-hung scoreboard on the natural vibration characteristics and seismic response, including acceleration, displacement, and strain, of the suspen-dome structure and considering that the dynamic behavior of the structure under seismic action can be realistically reflected, a shaking table test was carried out based on the suspen-dome structure of the Gymnasium of the Lanzhou Olympic Sports Center. Firstly, according to the size of the shaking table, a dynamic scale model with a geometric similarity ratio of 1:20 was established. After that, the white noise excitation test and numerical modal analysis were conducted on the models with and without the center-hung scoreboard to compare the two modes' natural vibration characteristics. Furthermore, the earthquake simulation test was carried out on the models with and without a center-hung scoreboard, and their various seismic responses, including acceleration, displacement, and strain, were compared and analyzed. Finally, the acceleration response and displacement response of the center-hung scoreboard were investigated. The results show that the higher-order natural frequencies of the suspen-dome structure will increase when the center-hung scoreboard is suspended from the roof, and the swing of the center-hung scoreboard will be excited first in the low-order mode. In addition, the various seismic responses, including acceleration, displacement, and strain, of the model with the center-hung scoreboard are all increased compared to the model without the center-hung scoreboard. Meanwhile, the influence of the center-hung scoreboard on the seismic response of the suspen-dome structure decreases from the inner ring to the outer ring of the structure. Moreover, under the action of an earthquake, the acceleration response and displacement response of the center-hung scoreboard are both extremely high. Considering the center-hung scoreboard in the analysis and design stage of the suspen-dome structure is necessary.

Keyword:

shaking table test seismic response suspen-dome structure natural vibration characteristic center-hung scoreboard

Author Community:

  • [ 1 ] [Xue, Suduo]Beijing Univ Technol, Dept Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Zhao, Zetao]Beijing Univ Technol, Dept Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Xiongyan]Beijing Univ Technol, Dept Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Dezhkam, Majid]Beijing Univ Technol, Dept Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 5 ] [Lu, Zhen]Beijing Univ Technol, Dept Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 6 ] [Liu, Renjie]Yantai Univ, Dept Civil Engn, Yantai 264005, Peoples R China
  • [ 7 ] [Liu, Tifeng]China MCC17 Grp Co Ltd, Maanshan 243000, Peoples R China
  • [ 8 ] [Fan, Qinxin]China Aviat Planning & Design Inst Co Ltd, Dept Architectural Design & Res, Beijing 100120, Peoples R China
  • [ 9 ] [Jing, Hui]China Aviat Planning & Design Inst Co Ltd, Dept Architectural Design & Res, Beijing 100120, Peoples R China

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Source :

BUILDINGS

Year: 2022

Issue: 8

Volume: 12

3 . 8

JCR@2022

3 . 8 0 0

JCR@2022

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 7

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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