Structural Engineering and Mechanics
Volume 86, Number 2, 2023, pages 237-247
DOI: 10.12989/sem.2023.86.2.237
A spectral model for human bouncing loads
Jiecheng Xiong and Jun Chen
Abstract
Fourier series-based models in the time domain are frequently established to represent individual bouncing loads, which neglects the stochastic property of human bouncing activity. A power spectral density (PSD) model in the frequency domain for individual bouncing loads is developed herein. An experiment was conducted on individual bouncing loads, resulting in 957 records linked to form long samples to achieve a fine frequency resolution. The Welch method was applied to the linked samples to obtain the experimental PSD, which was normalized by the bouncing frequency and the harmonic order. The energy, energy distribution center, and energy distribution shape of the experimental PSD were investigated to establish the PSD model. The proposed model was used to analyze structural vibration responses using stochastic vibration theory, which was verified via field measurements. It is believed that this framework can evaluate the vibration capacity of structures excited by bouncing crowds, such as concert halls and grandstands.
Key Words
human bouncing load; human-induced vibration; spectral model; stochastic vibration theory
Address
Jiecheng Xiong: School of Civil Engineering, Zhengzhou University, 100 Kexue Road, Zhengzhou, P.R. China
Jun Chen: College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, P.R. China