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Case Study
Analysis of Seismic Dampers Used In Multi-Storeyed Reinforced Concrete Buildings
Harish.T1
Boopathy.K2
1 M.Tech Structural Engineering, PRIST University, Vallam, Thanjavur, Tamil Nadu, India. 2 Assistant Professor, Department of Civil Engineering, PRIST University, Vallam, Thanjavur, Tamil Nadu, India.
Published Online: May-June 2026
Pages: 288-291
Cite this article
No DOIReferences
1. Hwang, J.S. and Sheng, L.H. (1994). Equivalent Elastic Seismic Analysis of Base-Isolated Bridges with Lead-Rubber Bearings.
Engineering Structures, 16(3), 201–209.
2. Warn, G.P. and Whittaker, A.S. (2004). Performance Estimates in Seismically Isolated Bridges. Engineering Structures, 26, 1261–1278.
3. Kelly, T.E. (2001). Damper Design Guidelines.
4. American Association of State Highway and Transportation Officials (AASHTO). Guide Specifications for Seismic Isolation Design,
Washington, D.C.
5. Hwang, J.S. and Chiou, J.M. (1996). Equivalent Linear Model of Lead-Rubber Seismic Isolation Bearings. Engineering Structures,
18(7), 528–536.
6. Naeim, F. and Kelly, J.M. (1999). Design of Seismic Isolated Structures: From Theory to Practice. John Wiley & Sons.
Engineering Structures, 16(3), 201–209.
2. Warn, G.P. and Whittaker, A.S. (2004). Performance Estimates in Seismically Isolated Bridges. Engineering Structures, 26, 1261–1278.
3. Kelly, T.E. (2001). Damper Design Guidelines.
4. American Association of State Highway and Transportation Officials (AASHTO). Guide Specifications for Seismic Isolation Design,
Washington, D.C.
5. Hwang, J.S. and Chiou, J.M. (1996). Equivalent Linear Model of Lead-Rubber Seismic Isolation Bearings. Engineering Structures,
18(7), 528–536.
6. Naeim, F. and Kelly, J.M. (1999). Design of Seismic Isolated Structures: From Theory to Practice. John Wiley & Sons.
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