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Case Study

Analysis of Seismic Dampers Used In Multi-Storeyed Reinforced Concrete Buildings

  • Paper ID 1141
  • Volume 7, Issue 3
  • Pages 288-291
  • Published Online: May-June 2026
  • 1 Views
Open Access Peer Reviewed

Authors

  • 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.

Article Information

DOI
No DOI
Published Online
May-June 2026
Pages
288-291
Article Type
Case Study
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No DOI available for cross-reference

References

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.
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