Power Spectral-Density Model for Pedestrian Walking Load
Publication: Journal of Structural Engineering
Volume 145, Issue 2
Abstract
Intensive vibrations may occur in slender structures like footbridges and long-span floors due to movement of pedestrians. Problems are usually treated in the time domain as Fourier series models of the forcing function, but most methods have disadvantages of neglecting the stochastic character of human walking, being computationally inefficient for random vibration analysis, and overestimating responses in the case of resonance. Meanwhile, frequency-domain models of other types of structural loading are efficient while being a more acceptable approach widely adopted for dealing with stochastic response problems. Hence, an experiment-based power spectral-density (PSD) model normalized to walking frequency and order of harmonic is proposed. To construct this model, 1,528 individual walking-load time histories were collected from an experiment on a rigid floor. These records were then linked to obtain a smaller number of longer samples for a good frequency resolution in spectral analysis. Using the linked samples and for a frequency normalized to mean walking frequency, PSD models in the range for the harmonic and subharmonic are suggested as a Gaussian mixture with eight model parameters. Via the stationary and nonstationary stochastic vibration theory, the proposed model is used to predict the structural response in terms of root-mean square and peak of acceleration. The framework is finally tested via field measurements demonstrating applicability in practical design work.
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Acknowledgments
The authors would like to acknowledge the financial support provided by National Natural Science Foundation of China (51778465) and State Key Laboratory for Disaster Reduction of Civil Engineering (SLDRCE14-B-16). Moreover, the authors would like to thank all test subjects for participating in the project, making possible the data collection.
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Published In
Journal of Structural Engineering
Volume 145 • Issue 2 • February 2019
Copyright
©2018 American Society of Civil Engineers.
History
Received: Dec 11, 2017
Accepted: Jul 24, 2018
Published online: Nov 19, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 19, 2019
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