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Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic

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2021
Rad.pdf (2.480Mb)
Authors
Gluhović, Nina
Marković, Zlatko
Spremić, Milan
Article (Published version)
,
Građevinski materijali i konstrukcije Building Materials and Structures
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Abstract
Human perception of floor vibrations and uncompromised serviceability of equipment are two most important acceptability criteria considering floor vibrations. While verification of deflection is a simple and well-known procedure in structures’ design for serviceability limit state, the fulfilment of floor vibrations acceptability criteria are presented in different standards in the form of various calculation procedures. Results achieved through those calculation procedures are presented in the form of various classification of floor structures. Classification of composite floor structures due to vibrations is inconsistent considering different calculation procedures. Comparison of various calculation procedures for the definition of composite floor vibrations is presented in this paper. In addition, a parametric analysis is performed on the wide range of steel-concrete composite floor structures, through analysis of various composite floor layouts and a wide range of imposed loads va...lues. The analysis of the relation between deflection, vertical vibrations and accelerations of steel-concrete composite floor beams is presented in this paper. The results of the parametric analysis are given through direct relation between deflections of composite beams and achieved floor class for the fulfilment of vibrations acceptability criteria due to the pedestrian walking.

Keywords:
pedestrian traffic / composite structures / deflection / structure serviceability / floor vibration
Source:
Građevinski materijali i konstrukcije Building Materials and Structures, 2021, 64, 1, 45-58
Publisher:
  • Society for Materials and Structures Testing of Serbia
  • University of Belgrade Faculty of Civil Engineering
  • Association of Structural Engineers of Serbia
Funding / projects:
  • Ministry of Education, Science and Technological Development, Republic of Serbia, Grant no. 200092 (University of Belgrade, Faculty of Civil Engineering) (RS-200092)

DOI: 10.5937/GRMK2101045G

ISSN: 2335‐0229

[ Google Scholar ]
URI
https://grafar.grf.bg.ac.rs/handle/123456789/2350
Collections
  • Катедра за материјале и конструкције
  • Radovi istraživača / Researcher's publications
Institution/Community
GraFar
TY  - JOUR
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Spremić, Milan
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2350
AB  - Human perception of floor vibrations and uncompromised serviceability of equipment are two most important acceptability criteria considering floor vibrations. While verification of deflection is a simple and well-known procedure in structures’ design for serviceability limit state, the fulfilment of floor vibrations acceptability criteria are presented in different standards in the form of various calculation procedures. Results achieved through those calculation procedures are presented in the form of various classification of floor structures. Classification of composite floor structures due to vibrations is inconsistent considering different calculation procedures. Comparison of various calculation procedures for the definition of composite floor vibrations is presented in this paper. In addition, a parametric analysis is performed on the wide range of steel-concrete composite floor structures, through analysis of various composite floor layouts and a wide range of imposed
loads values. The analysis of the relation between deflection, vertical vibrations and accelerations of steel-concrete composite floor beams is presented in this paper. The results of the parametric analysis are given through direct relation between deflections of composite beams and achieved floor class for the fulfilment of vibrations acceptability criteria due to the pedestrian walking.
PB  - Society for Materials and Structures Testing of Serbia
PB  - University of Belgrade Faculty of Civil Engineering
PB  - Association of Structural Engineers of Serbia
T2  - Građevinski materijali i konstrukcije Building Materials and Structures
T1  - Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic
EP  - 58
IS  - 1
SP  - 45
VL  - 64
DO  - 10.5937/GRMK2101045G
ER  - 
@article{
author = "Gluhović, Nina and Marković, Zlatko and Spremić, Milan",
year = "2021",
abstract = "Human perception of floor vibrations and uncompromised serviceability of equipment are two most important acceptability criteria considering floor vibrations. While verification of deflection is a simple and well-known procedure in structures’ design for serviceability limit state, the fulfilment of floor vibrations acceptability criteria are presented in different standards in the form of various calculation procedures. Results achieved through those calculation procedures are presented in the form of various classification of floor structures. Classification of composite floor structures due to vibrations is inconsistent considering different calculation procedures. Comparison of various calculation procedures for the definition of composite floor vibrations is presented in this paper. In addition, a parametric analysis is performed on the wide range of steel-concrete composite floor structures, through analysis of various composite floor layouts and a wide range of imposed
loads values. The analysis of the relation between deflection, vertical vibrations and accelerations of steel-concrete composite floor beams is presented in this paper. The results of the parametric analysis are given through direct relation between deflections of composite beams and achieved floor class for the fulfilment of vibrations acceptability criteria due to the pedestrian walking.",
publisher = "Society for Materials and Structures Testing of Serbia, University of Belgrade Faculty of Civil Engineering, Association of Structural Engineers of Serbia",
journal = "Građevinski materijali i konstrukcije Building Materials and Structures",
title = "Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic",
pages = "58-45",
number = "1",
volume = "64",
doi = "10.5937/GRMK2101045G"
}
Gluhović, N., Marković, Z.,& Spremić, M.. (2021). Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic. in Građevinski materijali i konstrukcije Building Materials and Structures
Society for Materials and Structures Testing of Serbia., 64(1), 45-58.
https://doi.org/10.5937/GRMK2101045G
Gluhović N, Marković Z, Spremić M. Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic. in Građevinski materijali i konstrukcije Building Materials and Structures. 2021;64(1):45-58.
doi:10.5937/GRMK2101045G .
Gluhović, Nina, Marković, Zlatko, Spremić, Milan, "Numerical parametric study on steel-concrete composite floor beams vibrations due to pedestrian traffic" in Građevinski materijali i konstrukcije Building Materials and Structures, 64, no. 1 (2021):45-58,
https://doi.org/10.5937/GRMK2101045G . .

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