Articles | Volume 12, issue 2
Research article
08 Dec 2021
Research article |  | 08 Dec 2021

Horizontal vibration response analysis of ultra-high-speed elevators by considering the effect of wind load on buildings

Guangjiu Qin, Shuohua Zhang, and Hao Jing

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Cited articles

Bashor, R., Bobby, S., and Kijewskj, C. T.: Full-scale performance evaluation of tall buildings under wind, J. Wind Eng. Ind. Aerod., 104, 88–97, 2012. 
British Standard Guide: BS 6841, Measurement and evaluation of human exposure to whole-body mechanical vibration and repeated shock, BSI, London, 1987. 
Chen, F.: Theoretical analysis and software development of wind-induced responses on buildings and structures, Institute of Building Structures China Academy of Building Research, Beijing, 2007. 
Chen, J.: Performance Analysis of Horizontal Vibration in High-speed Elevator and Design Optimization of Guidance System and its Application, Zhejiang University, Zhejiang, 2016. 
Chao, Y. T. and Zhu, B. Y.: Generalized Multi-step Explicit Integral Algorithm in Structural Dynamics, Journal of Southwest Jiao Tong University, 1, 133–140, 2017. 
Short summary
The influence of wind load on the vibration of ultra-high-speed elevator can no longer be disregarded, and the maximum horizontal vibration acceleration of the guide rail is positively correlated with the height of the building. In addition, the vibration acceleration of the same height rail increases with the increase in wind pressure. This study provides important guidance for researchers studying the horizontal vibration response of ultra-high-speed elevators.