Abstract
Earthquakes can be devastating for cities due to mid and high-rise buildings, as these structures are vulnerable to shaking due to earthquake forces. The effects of earthquake magnify when buildings are constructed with plan or elevation irregularities. To address this issue, in this study, building models with plan and vertical irregularities are analyzed using nonlinear time history analysis. Further, fluid viscous dampers are designed for both types of buildings using Performance based methodology. The response of buildings during seismic events for all models with plan and vertical irregularities is checked with and without dampers. The storey displacements, base shear, element forces and energy dissipation of dampers is compared for the various time history earthquake records. It was observed that, the design of fluid viscous damper changes drastically when irregularities comes into picture. Also, an increase in base shear, axial force values while decrease in storey displacement, shear forces, bending moment values was observed due to inclusion of dampers. It is found that the dampers in structures are effective in resisting earthquake forces.
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References
Constantinou MC, Soong TT, Dargush GF (1998) Passive energy dissipation systems for structural design and retrofit. Multidisciplinary Center for Earthquake Engineering Research, Buffalo
Umachagi V, Venkataramana K, Reddy GR, Verma R (2013) Applications of dampers for vibration control of structures: an overview. Int J Res Eng Technol 3:6–11
Jain M, Sanghai S (2017) A review: on base isolation system. IJSART 30(3):326
Sanghai SS, Pawade PY (2019) A review on: performance of friction damper for response control of buildings considering effect of soil-structure interaction. Smart technologies for energy, environment and sustainable development: select proceedings of ICSTEESD 2018. Springer, pp 335–346
Rai NK, Reddy GR, Ramanujam S, Venkatraj V, Agrawal P (2009) Seismic response control systems for structures. Def Sci J 59(3):239
Sanghai S, Pawade P (2022) Performance evaluation of friction dampers for building with soil-structure interaction. Mater Today 60:194–210
Bhurse PS, Sanghai SS, Kumari NL (2021) Seismic response of rectangular RC building with and without infill walls considering soil-structure interaction. In: Ch M (ed) Advances in civil engineering and infrastructural development: select proceedings of ICRACEID 2019. Springer, pp 91–103
Marko J, Thambiratnam D, Perera N (2004) Influence of damping systems on building structures subject to seismic effects. Eng Struct 26(13):1939–1956
Khan W, Akhtar S, Hussain A (2014) Non-linear time history analysis of tall structure for seismic load using damper. Int J Sci Res Publ 4(4):1–5
Sanghai SS, Khante SN (2017) Seismic response of unsymmetric building with optimally placed friction dampers. Technology 8(2):72–88
Sanghai SS, Pawade YP (2020) Effectiveness of friction dampers on seismic response of structure considering soil-structure interaction. Građevinar 72(01):33–44
Landi L, Simone L, Pier PD (2014) A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers. Eng Struct 71:137–149
Hwang JS, Huang YN (2003) Seismic design of structures with viscous dampers, International training program for seismic design of structures. Natl Center Res Earthq Eng 112:217–234
Raju KR, Hernanth GG, Rekha KS, Iyer NR (2011) Seismic design of buildings with viscous fluid dampers-a methodology. J Inst Eng (India) 92:44–54
Occhiuzzi A (2009) Additional viscous dampers for civil structures: analysis of design methods based on effective evaluation of modal damping ratios. Eng Struct 31(5):1093–1101
Gobbo D, Marcantonio G, Blakeborough A, Williams MS (2018) Improving total-building seismic performance using linear fluid viscous dampers. Bull Earthq Eng 16(9):4249–4272
Shen D, Kookalani S (2020) Effect of fluid viscous damper parameters on the seismic performance. J Civil Eng Mater Appl 4(3):141–153
Kalamkar PJ, Shital SW, Pradip DJ (2019) Assessment of multi-storied rc framed structure using passively damped viscous dampers. Smart technologies for energy, environment and sustainable development. Springer, Singapore, pp 509–518
Sanghai S, Pawade P (2021) Optimal placement of friction dampers in building considering nonlinearity of soil. Innov Infrastruct Solut 6:1–18
Patowary MZ (2017) Seismic analysis for multi-story building horizontally damped above basement level" PhD diss., Universiti Teknologi Malaysia
Narkhede DI, Sinha R (2012) Shock vibration control of structures using fluid viscous dampers. In: 15th WCEE (World Conference on Earthquake Engineering)
Whittle JK, Williams MS, Blake Borough A (2012) Performance of structural members in seismic retrofitted frames with viscous dampers. University of Oxford
Sanghai SS, Pawade PY (2014) Effect of position and number of friction dampers on seismic response of frame. Int J Earth Sci Eng 7:1854
Silvestri S, Giunchi C, Palermo M, Trombetti T (2017) A direct procedure for the seismic design of frame structures with added viscous dampers. Int J SAFE 7:166–177
Ali S, Sanghai SS (2021) Seismic vulnerability assessment of reinforced concrete buildings using pushover analysis. AIP Conf Proc 2417(1):020018
Gurmule C, Sanghai SS, Pawade PY (2022) Seismic response control of RCC building using dampers. Smart technologies for energy, environment and sustainable development 2: select proceedings of ICSTEESD 2020. Springer Nature, Singapore, pp 95–101
IS 456 (2000) Plain and reinforced concrete: code of practice. Bureau of Indian Standard Delhi, pp 1–114
IS 1893-Part 1 (2016) Criterion For earthquake resistant design of structures, general provisions and buildings (Sixth Revision) IS 1893-Part 1: 2016
Pacific Earthquake Engineering Research Center (Strong Motion Database). https://www.peer.berkeley.edu/peer-strong-ground-motion-databases
IS 875 (Part I)-1987 (1987) Code of practice for design loads (other than earthquake) for buildings and structures. Part 1: dead loads--unit weights of building materials and stored materials (Second Revision)
IS 875 (Part 2): 1987 (1987) Code of practice for design loads (other than earthquake) for buildings and structures, part 2: imposed loads. Bureau of Indian Standard Delhi, New Delhi, p 18
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SS: Conceptualization, Methodology, Validation, Data curation, Writing–review and editing, Visualization. CG: Formal analysis, Investigation, Resources.
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Sanghai, S., Gurmule, C. Seismic response control of RCC building with plan and vertical irregularities using dampers. J Build Rehabil 9, 9 (2024). https://doi.org/10.1007/s41024-023-00358-3
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DOI: https://doi.org/10.1007/s41024-023-00358-3