Vibration Control of Tall Structure using Various Lateral Load Resisting Systems and Dampers

International Journal of Civil Engineering

© 2022 by SSRG - IJCE Journal

Volume 9 Issue 6

Year of Publication : 2022

Authors : Anjali Mistry, Snehal V. Mevada, Vimlesh V. Agrawal

10.14445/23488352/IJCE-V9I6P103

How to Cite?

Anjali Mistry, Snehal V. Mevada, Vimlesh V. Agrawal, "Vibration Control of Tall Structure using Various Lateral Load Resisting Systems and Dampers," SSRG International Journal of Civil Engineering, vol. 9,  no. 6, pp. 28-42, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I6P103

Abstract:

Tall structures are subjected to lateral loads like Earthquake load and Wind load, which cause large lateral displacement of the structure, leading to damage to structural and non-structural elements. To control the lateral displacement of a tall structure, a lateral load resisting system and vibration control system need to be adopted. Steel Plate Shear Wall system, Diagrid system, Braced frame system, and Linear Viscous dampers are studied in the presented research work. 50 storied steel buildings are analysed and designed as per the Indian standard code. Further, a braced frame system with Linear Viscous Damper is studied. It is concluded that a significant reduction in base shear, max storey displacement, and max storey drift is achieved by providing LVDs in the system.

Keywords:

Diagrid, Braced frame system, LVD, SPSW.

References:

[1] Makwana N. B, Mevada S. V, Patel V. B, “Vibration Control of Asymmetric Building Subjected to Harmonic Excitation,” SSRG International Journal of Civil Engineering, vol. 4, no. 5, pp. 75-78, 2019.. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I5P126.
[2] Shah M. I, Mevada S. V & Patel V. B, “Comparative Study of Diagrid Structures with Conventional Frame Structures,” Journal of Engineering Research and Applications, vol. 6, no. 5, pp. 22–29, 2016.
[3] Yadav V, “Seismic Study of Diagrid Structure with Brace Frame and Damper Frame,” Journal of Civil Engineering and Environmental Technology, 2021.
[4] Karthik A, Batra A & Gupta S, “Analysis of Tall Building with Different Lateral Force Resisting System,” International Journal of Innovative Research in Computer Science & Technology, vol. 8, no. 3, pp. 174–181, 2020.
[5] Arora S, “Optimization of Bracing and Viscous Damper and Comparison of Fluid Viscous Damper and Bracing System for Stabilization of High Rise Building,” International Journal of Civil Engineering and Technology (IJCIET), vol. 10, no. 3, pp. 1978–1986, 2019.
[6] Ishibashi Y, et al., “A Novel Damped Braced Tube System for Tall Buildings in High Seismic Zones,” Structural Design of Tall and Special Buildings, vol. 31, no. 8, 2022.
[7] Ghoozhdi H. A & Mofid M, “Effect of Damped Outriggers Arrangement on the Seismic Response of High-Rise Steel Structures,” Iranian scienc, vol. 27, no.3A, pp. 1075–1090, 2020.
[8] Morales-Beltran M, Turan G, Dursun O & Nijsse R, “Energy Dissipation and Performance Assessment of Double Damped Outriggers in Tall Buildings Under Strong Earthquakes,” Structural Design of Tall and Special Buildings, vol. 28, no. 1, pp. 1– 20, 2019.
[9] Shaligram J, “Comparative Analysis of Different Lateral Load Resisting Systems in High Rise Building for Seismic Load & Wind load: A Review,” International Journal for Research in Applied Science and Engineering Technology, vol. 6, no. 2, pp. 459–461, 2018.
[10] Batra A & Gupta S, “Analysis of Tall Building with Different Lateral Force Resisting System,” International Journal of Innovative Research in Computer Science & Technology, vol.8, no. 3, pp. 174–181, 2020.
[11] Taranath B. S, “Reinforced Concrete Design of Tall Buildings,” Taylor & Francis Group, 2010.
[12] IS 16700: “Indian Standard Criteria for Structural Safety of Tall Concrete Buildinsgs,” Bureau of Indian Standard, New Delhi. , 2017.
[13] IS 800: “Indian Standard General Construction in Steel- Code of Practice,” Bureau of Indian Standard, New Delhi, 2007.
[14] IS 1893 Part 1: “Indian Standard Criteria for Earthquake Resistant Design of Structures,” Bureau of Indian Standard, New Delhi. 2016.
[15] IS 875 Part 3: “Indian Standard Design Loads Other than Earthquake for Buildings and Structures- Code of Practice,” Bureau of Indian Standard, New Delhi, 2015.
[16] Tan P, Fang C, & Zhou F, “Dynamic Characteristics of a Novel Damped Outrigger System,” Earthquake Engineering and Engineering Vibration, vol.13, no. 2, pp. 293–304, 2014.
[17] Kim H. S & Kang J. W, “Semi-Active Outrigger Damping System for Seismic Protection of Building Structure,” Journal of Asian Architecture and Building Engineering, vol. 16, no. 1, pp. 201–208, 2017.
[18] Sun F. F, Wang M & Nagarajaiah S, “Multi-Objective Optimal Design and Seismic Performance of Negative Stiffness Damped Outrigger Structures Considering Damping Cost,” Engineering Structures, vol. 229, 2020.
[19] Wang A. J, “Studies on Damped Hybrid Outrigger Systems of Composite Walls and Steel Bracings,” Proceedings of the Institution of Civil Engineers: Structures and Buildings, vol.172, no. 7, pp. 512–527, 2019.
[20] Ali M. M, & Moon K. S, “Advances in Structural Systems for Tall Buildings: Emerging Developments for Contemporary Urban Giants,” Buildings, vol. 8, no. 8, 2018.
[21] Pandit N. J, et al., “Seismic Vibration Control of a Two-Way Asymmetric Tall Building Installed with Passive Viscous Dampers under Bi-Directional Excitation,” SSRG International Journal of Civil Engineering, vol. 7, no. 5, pp. 10–20, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I5P126.
[22] Soong T. T, & Jr B. F. S, “Supplemental Energy Dissipation : State-of-the-Art and State-of-the- Practice,” Engineering Structures, vol. 24, 243–259, 2002.