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
- Amiri, G. G. and Dana, F. M., (2005). “Introduction of the most suitable parameter for selection of critical Earthquake,” Computers & Structures, March 2005, Volume 83, Issues 8-9, Pages 525-670.
- Bhatti, M. A. and Pister, K. S., (1981). “A Dual Criteria for Optimal Design of Earthquake- Resistant Engineering andStructural Dynamics, 9, 557-572. Earthquake
- 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.
- 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.
- 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
- 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.
- 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.
- 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