Abstract
Shear walls are often used to increment stiffness in building frames. The increase in stiffness improves the performance of building and makes it less vulnerable to the lateral forces it is subjected to in an event of earthquake. Moreover, the overall safety of building is increased due to increased occupational safety [1]. This study tries to study analytically the effects of retrofitting of RC buildings using structural walls or shear walls.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Rodrigues H, Furtado A, Vila‑Pouca N, Varum H, Barbosa AR (2018) Int J Civ Eng
Impollonia N, Palmeri A (2017) Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers
Valente M, Milani G (2018) Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame. Eng Fail Anal 89:271–289
Analytical study of moment-resisting frames retrofitted with shear slotted bolted connection
Durucan C, Dicleli M (2010) Analytical study on seismic retrofitting of reinforced concrete buildings using steel braces with shear link. J Eng Struct
Thermou GE, Pantazopolou SJ, Elnashai AS (2007) Design methodology for seismic upgrading of substandard reinforced concrete structures. J Earthq Eng
Thermou GE, Pantazopoulou SJ, Elnashai AS (2012) Global interventions for seismic upgrading of substandard RC buildings
Inel M, Ozmen HB (2006) Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings. Eng Struct 28(11):1494–1502
Mazza F, Mazza M, Vulcano A (2018) Base-isolation systems for the seismic retrofitting of RC framed buildings with soft-storey subjected to near-fault earthquakes. Soil Dyn Earthq Eng 109:209–221
Ribakov Y, Halperin I, Pushkar S (2015) Seismic resistance and sustainable performance of retrofitted buildings by Adding Stiff Diaphragm Seismic Isolation
Chey M-H, Geoffrey Chase J, Mander JB, Carr AJ (2013) Innovative seismic retrofitting strategy of added stories isolation system
Mazza F, Mazza M, Vulcano A (2015) Displacement-based seismic design of hysteretic damped braces for retrofitting in elevation irregular r.c. framed structures. Soil Dyn Earthq Eng 69:115–124
Moon KH, Han SW, Lee CS (2017) Seismic retrofit design method using friction damping systems for old low- and mid-rise regular reinforced concrete buildings. Eng Struct 146:105–117
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Usmani, S., Dabhekar, K.R., Khedikar, I., Gautam, N.R. (2021). Seismic Retrofitting of Indian RC Buildings Using Shear Walls. In: Gupta, L.M., Ray, M.R., Labhasetwar, P.K. (eds) Advances in Civil Engineering and Infrastructural Development. Lecture Notes in Civil Engineering, vol 87. Springer, Singapore. https://doi.org/10.1007/978-981-15-6463-5_4
Download citation
DOI: https://doi.org/10.1007/978-981-15-6463-5_4
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-6462-8
Online ISBN: 978-981-15-6463-5
eBook Packages: EngineeringEngineering (R0)