Proceedings of the International Conference of Mechanical Engineering (ICOME-2022)

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Influence of Damping Coefficient Value of Fluid Viscous Damperson Seism Behavior of a Ten Stories Building Using ETABS Software

Authors
Mario Trotea1, *, Diana Călbureanu1, Alina Codiţă1
1Faculty of Mechanics, University of Craiova, Calea Bucuresti 107, Craiova, Romania
*Corresponding author. Email: mario.trotea@edu.ucv.ro
Corresponding Author
Mario Trotea
Available Online 30 May 2023.
DOI
10.2991/978-94-6463-152-4_63How to use a DOI?
Keywords
ETABS; Fast Nonlinear Analysis; Damping Coefficient
Abstract

This paper presents the seism dynamic analysis of a ten-stories building equipped with anti-seismic viscous fluid dampers, in order to determine the influence of the damping coefficient c on the building relative displacements and dampers forces during seism. By modifying the damping coefficient c, three cases of analysis were performed: c = 0 kNs/m2 (for the structure without dampers), c = 10000 kNs/m2 and c = 17000 kNs/m2. 21 design accelerograms were considered for dynamic analysis, seven for each value of the corner period Tc (0.7 s, 1.0 s and 1.6 s). In order to compare the results, the time variations of the relative displacements for each story were determined and the maximum values ​​ were presented on the same graph to highlight the influence of parameter c. The time variations of the damper forces for each story were processed in the same manner. The analysis of the results shows that for c = 17000 kNs/m2 there is a reduction of the maximum relative displacements of up to 50% while the forces in the dampers reach the maximum value of 1000 kN. For c = 10000 kNs/m2 the reduction of the maximum relative displacements is on average 35%, and the maximum damper forces reach values ​​up to 800 kN. In order to establish the optimal value of the coefficient c, an additional study is needed to evaluate the influence of the damper force on the structure nodes area in which the dampers are positioned.

Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the International Conference of Mechanical Engineering (ICOME-2022)
Series
Atlantis Highlights in Engineering
Publication Date
30 May 2023
ISBN
978-94-6463-152-4
ISSN
2589-4943
DOI
10.2991/978-94-6463-152-4_63How to use a DOI?
Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - Mario Trotea
AU  - Diana Călbureanu
AU  - Alina Codiţă
PY  - 2023
DA  - 2023/05/30
TI  - Influence of Damping Coefficient Value of Fluid Viscous Damperson Seism Behavior of a Ten Stories Building Using ETABS Software
BT  - Proceedings of the International Conference of Mechanical Engineering (ICOME-2022)
PB  - Atlantis Press
SP  - 578
EP  - 584
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-152-4_63
DO  - 10.2991/978-94-6463-152-4_63
ID  - Trotea2023
ER  -