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Seismic Performance and Vibration Control of Urban Over-track High-rise Buildings

  • Ying, Zhou (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Rui, Wang (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Zengde, Zhang (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
  • Published : 2022.09.01

Abstract

During the structural design of urban over-track high-rise buildings, two problems are most likely encountered: the abrupt change of story stiffness between the podium and the upper towers, as well as the demand for train-induced vibration control. Traditional earthquake-resistant structures have to be particularly designed with transfer stories to meet the requirement of seismic control under earthquakes, and thus horizontal seismic isolation techniques are recommended to solve the transfer problem. The function of mitigating the vertical subway-induced vibration can be integrated into the isolation system including thick rubber bearings and 3D composite vibration control devices. Engineering project cases are presented in this paper for a more comprehensive understanding of the engineering practice and research frontiers of urban over-track high-rise buildings in China.

Keywords

Acknowledgement

The authors are grateful for the financial support received from the National Natural Science Foundation of China (Grant No.52025083 and Grant No. 51878502) and Shanghai Science and Technology Commission Project (Grant No. 19XD1423900).

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