Analysis of High-Rise Building by using Fluid Viscous Dampers

R. B. Khadiranaikar*, Farhanaz Kerur**
*-** Basaveshwar Engineering College, Bagalkot, Karnataka, India.
Periodicity:June - August'2022
DOI : https://doi.org/10.26634/jste.11.2.18982

Abstract

Fluid viscous dampers are dynamic actuators that when stroke, it absorb the energy that by tectonic disturbances, wind absorption, or heat on a structure. Every multi-story building structure that is subjected to ground motion in daily life needs to be studied to determine how it responds because this is a common issue for construction. The structure's foundation is vibrating due to the earthquake. Buildings oscillate as a result of these vibrations, which could seriously harm the structure and observe the earthquake behaviour of structures with and without Fluid Viscous Dampers (FVD) and conventional Reinforce Concrete (RC) moment-resistant frames. The analysis takes place on displacement changes that caused by the addition of FVD in the structure and reduction in base shear in reinforced concrete structures after installing FVD and by using response spectrum and time history analysis. It compares the findings of storey displacement, storey stiffness, base shear, and storey drift assessments. This research provides information on several studies done on multi-story buildings while taking into account the various factors. The examination on vibration characteristics of a G+20 structure with and without a viscous damper is presented in the proposed work. Practically all multi-storeyed buildings must be analysed as three-dimensional systems, according to the current edition of the IS: 1893–2016. The building floor plans may be seen as asymmetrical and the hill slope topography of India is typically geologically stable.

Keywords

High Rise Buildings, Fluid Viscous Dampers, Energy Dissipation, Response Spectrum Analysis, Time History Analysis.

How to Cite this Article?

Khadiranaikar, R. B., and Kerur, F. (2022). Analysis of High-Rise Building by using Fluid Viscous Dampers. i-manager’s Journal on Structural Engineering, 11(2), 7-14. https://doi.org/10.26634/jste.11.2.18982

References

[1]. Bureau of Indian Standards. (2000). Code of Practice RCC Design of Structures BIS (IS: 456-2000), New Delhi, India.
[2]. Bureau of Indian Standards. (2007). Code of Practice Steel Design of Structures BIS (IS: 800-2007), New Delhi, India.
[3]. Bureau of Indian Standards. (2015). Design Loads (Other than Earthquake) for Buildings and Structures- Code of Practice (IS: 875 (part-3)-2015), New Delhi, India.
[4]. Bureau of Indian Standards. (2016). Criteria of Earthquake Resistant Design of Structures Sixth Revision (IS: 1893 (Part 1)-2016), New Delhi, India.
[5]. Deringöl, A. H., & Güneyisi, E. M. (2021, December). Influence of nonlinear fluid viscous dampers in controlling the seismic response of the base-isolated buildings. In Structures, 34, 1923-1941. https://doi.org/10.1016/j.istruc.2021.08.106
[6]. Hao, L., He, H., & Tan, P. (2021). Response mitigation performance and energy dissipation enhancement of tuned viscous mass damper applied on adjacent structures. Soil Dynamics and Earthquake Engineering, 150, 106902. https://doi.org/10.1016/j.soildyn.2021.106902
[7]. Naeem, A., & Kim, J. (2018). Seismic performance evaluation of a spring viscous damper cable system. Engineering Structures, 176, 455-467. https://doi.org/10.1016/j.engstruct.2018.09.055
[8]. Palermo, M., & Silvestri, S. (2020). Damping reduction factors for adjacent buildings connected by fluid-viscous dampers. Soil Dynamics and Earthquake Engineering, 138, 106323. https://doi.org/10.1016/j.soildyn.2020.106323
[9]. Palermo, M., Silvestri, S., Landi, L., Gasparini, G., & Trombetti, T. (2018). A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers. Engineering Structures, 173, 933-950. https://doi.org/10.1016/j.engstruct.2018.06.103
[10]. Scozzese, F., Gioiella, L., Dall'Asta, A., Ragni, L., & Tubaldi, E. (2021). Influence of viscous dampers ultimate capacity on the seismic reliability of building structures. Structural Safety, 91, 102096. https://doi.org/10.1016/j.strusafe.2021.102096
[11]. Shen, H., Zhang, R., Weng, D., Ge, Q., Wang, C., & Islam, M. M. (2020). Design method of structural retrofitting using viscous dampers based on elastic–plastic response reduction curve. Engineering Structures, 208, 109917. https://doi.org/10.1016/j.engstruct.2019.109917
[12]. Yaghmaei-Sabegh, S., Jafari-Koucheh, E., & Ebrahimi-Aghabagher, M. (2020, December). Estimating the seismic response of nonlinear structures equipped with nonlinear viscous damper subjected to pulse-like ground records. In Structures, 28, 1915-1923. https://doi.org/10.1016/j.istruc.2020.10.011
[13]. Yang, J., Lu, Z., & Li, P. (2020). Large-scale shaking table test on tall buildings with viscous dampers considering pile-soil-structure interaction. Engineering Structures, 220, 110960. https://doi.org/10.1016/j.engstruct.2020.110960
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