TY - JOUR
T1 - A simplified method for determining the acceleration amplitudes of long-span floor system under walking/running loads
AU - Cao, Liang
AU - Frank Chen, Y.
N1 - Funding Information:
The authors are grateful for the financial support provided by the National Natural Science Foundation of China (Grant No. 51908084), China Postdoctoral Science Foundation (Grant No. 2020M673139) and Natural Science Foundation of Chongqing, China (Project No. cstc2019jcyj-bshX0013).
Publisher Copyright:
© 2020 Techno-Press, Ltd.
PY - 2020/8/10
Y1 - 2020/8/10
N2 - 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 aP, a coefficient awmn or aRmn is introduced, with the former depending on the geometry and support condition of floor system and the latter on the contact duration tR and natural frequency. The proposed simplified method is easy for practical use and gives safe structural designs.
AB - 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 aP, a coefficient awmn or aRmn is introduced, with the former depending on the geometry and support condition of floor system and the latter on the contact duration tR and natural frequency. The proposed simplified method is easy for practical use and gives safe structural designs.
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U2 - 10.12989/sem.2020.75.3.377
DO - 10.12989/sem.2020.75.3.377
M3 - Article
AN - SCOPUS:85091902621
SN - 1225-4568
VL - 75
SP - 377
EP - 387
JO - Structural Engineering and Mechanics
JF - Structural Engineering and Mechanics
IS - 3
ER -