Structural Engineering and Mechanics
Volume 75, Number 3, 2020, pages 377-387
DOI: 10.12989/sem.2020.75.3.377
A simplified method for determining the acceleration amplitudes of long-span floor system under walking/running loads
Liang Cao and Y. Frank Chen
Abstract
Modern long-span floor system typically possesses low damping and low natural frequency, presenting a potential
vibration sensitivity problem induced by human activities. Field test and numerical analysis methods are available to study this kind
of problems, but would be inconvenient for design engineers. This paper proposes a simplified method to determine the acceleration
amplitudes of long-span floor system subjected to walking or running load, which can be carried out manually. To theoretically
analyze the acceleration response, the floor system is simplified as an anisotropic rectangular plate and the mode decomposition
method is used. To facilitate the calculation of acceleration amplitude a<sub>P</sub>, a coefficient ɑ<sub>wmn</sub> or ɑ<sub>Rmn</sub> is introduced, with the former
depending on the geometry and support condition of floor system and the latter on the contact duration t<sub>R</sub> and natural frequency. The
proposed simplified method is easy for practical use and gives safe structural designs.
Key Words
human activities, vibration serviceability, long-span floor, mode decomposition method, simplified analytical method
Address
Liang Cao: 1. School of Civil Engineering, Chongqing University, Chongqing, China; 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University),
Ministry of Education, Chongqing 400045, China
Y. Frank Chen: 1. School of Civil Engineering, Chongqing University, Chongqing, China; 2. Department of Civil Engineering, The Pennsylvania State University, Middletown, PA, USA