Research Article

Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System

Volume: 25 Number: 3 July 19, 2012
EN

Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System

Abstract

The main aim of this manuscript is to bridge existing knowledge gaps by undertaking comprehensive investigation of several high and medium-rise structures in Iran with different damping devices embedded within cut outs of shear walls. To further extend understanding of damping devices embedded within cut outs of shear walls, these structures are treated under a variety of different earthquake excitations and the results are compared in order to capture their advantages in creating efficient damping systems. The research will address the needs of local industries. It aims to carry out a comprehensive investigation on seismic mitigation of high and medium-rise structures with different damping devices embedded within cut outs of shear walls at different locations across the height of each structure. Nonlinear finite element modeling approach has been used in the current study. 

Keywords

References

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  2. Bhatti, M. A. and Pister, K. S., (1981). “A Dual Criteria for Optimal Design of Earthquake- Resistant Engineering andStructural Dynamics, 9, 557-572. Earthquake
  3. Goel, S. C., Hanson, R. D., and Wight, J. K., (1989). "Strengthening of Existing Buildings for Earthquake Survival", Lessons Learned from the 1985 MexicoEarthquake, Ed. Bertero, V. V., EERI, 166-171. [4] Balendra, T., Lam, N.T.K., Perry, M.J., Lumantarna, E. and Wilson, J.L., (2005). “Simplified Displacement Demand Prediction of Tall Asymmetric Buildings Subjected to Long- distance Earthquakes,” Engineering Structures 27, February 2005, Pages 335-348.
  4. J´armai, K., Farkas, J. and Kurobane, Y., (2006). “Optimum Seismic Design of a Multi-storey Steel Frame,” Engineering Structures 28 January 2006, Pages 1038– 1048.
  5. Abbas, H. and Kelly, J. M., (1993). “A Methodology for Design of Viscoelastic Dampers in Earthquake-Resistant Structures,” Report No. UCB/EERC 93/09, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA
  6. Ahlawat, A.S and Ramaswamy, A., (2000). “Optimum Design of Hybrid Mass Damper System for Vibration Control of MDOF Structures,” Proceedings, Conference 2000 May 21–24, ASCE, Austin TX.
  7. Aiken, I.D., Kelly, J.M. and Mahmoodi, P. (1990). “The Application of VE Dampers to Seismically Resistant Structures.” Proc. 4th U.S. National Conf. onEarthquake Engineering, Palm Springs, California, Vol. 3, pp. 459-468.
  8. Ashour, S. A. and Hanson, R. D., (1987). “Elastic Seismic Response of Buildings with Supplemental Damping,” Report No. UMCE 87-1, University of Michigan, Ann Arbour, MI.

Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Publication Date

July 19, 2012

Submission Date

October 12, 2011

Acceptance Date

-

Published in Issue

Year 2012 Volume: 25 Number: 3

APA
Noroozınejad Farsangı, E., & Adnan, A. (2012). Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System. Gazi University Journal of Science, 25(3), 721-735. https://izlik.org/JA29WG58XZ
AMA
1.Noroozınejad Farsangı E, Adnan A. Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System. Gazi University Journal of Science. 2012;25(3):721-735. https://izlik.org/JA29WG58XZ
Chicago
Noroozınejad Farsangı, Ehsan, and Azlan Adnan. 2012. “Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings With Hybrid Structural System”. Gazi University Journal of Science 25 (3): 721-35. https://izlik.org/JA29WG58XZ.
EndNote
Noroozınejad Farsangı E, Adnan A (July 1, 2012) Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System. Gazi University Journal of Science 25 3 721–735.
IEEE
[1]E. Noroozınejad Farsangı and A. Adnan, “Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System”, Gazi University Journal of Science, vol. 25, no. 3, pp. 721–735, July 2012, [Online]. Available: https://izlik.org/JA29WG58XZ
ISNAD
Noroozınejad Farsangı, Ehsan - Adnan, Azlan. “Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings With Hybrid Structural System”. Gazi University Journal of Science 25/3 (July 1, 2012): 721-735. https://izlik.org/JA29WG58XZ.
JAMA
1.Noroozınejad Farsangı E, Adnan A. Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System. Gazi University Journal of Science. 2012;25:721–735.
MLA
Noroozınejad Farsangı, Ehsan, and Azlan Adnan. “Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings With Hybrid Structural System”. Gazi University Journal of Science, vol. 25, no. 3, July 2012, pp. 721-35, https://izlik.org/JA29WG58XZ.
Vancouver
1.Ehsan Noroozınejad Farsangı, Azlan Adnan. Seismic Performance Evaluation of Various Passive Damping Systems in High and Medium-Rise Buildings with Hybrid Structural System. Gazi University Journal of Science [Internet]. 2012 Jul. 1;25(3):721-35. Available from: https://izlik.org/JA29WG58XZ