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

Year 2012, Volume: 25 Issue: 3, 721 - 735, 19.07.2012

Ehsan Noroozınejad Farsangı , Azlan Adnan

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

Passive Damping Seismic Hybrid Structural System FEM

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.
  • Bhaskararao A.V. and Jangid, R.S., (2006). “Seismic Analysis of Structures Connected with Friction Dampers,” Engineering Structures 28 April 2006, Pages 690-703.
  • Chang, K. C., Soong, T. T., Lai, M. L., and Nielsen, (1993). “Viscoelastic Dampers as Energy Dissipation Devices for Seismic Applications,” EarthquakeSpectra, 9(3), 371-388.
  • Cherry, S. and Filiatrault, A., (1993). “Seismic Response Control of Buildings Using Friction Dampers,” Earthquake Spectra, 9, 447-466.
  • Kasai, K., Fu, Y., and Watanabe, A., (1998). “Passive Control Systems for Seismic Damage Mitigation,” Journal of Structural Engineering, 124(5), 501-512.
  • Pong, W. S., Tsai, C. S., and Lee, G. C., (1994). “Seismic Study of Building Frames with Added Energy-Absorbing Devices,” Report No. NCEER 94-0016, Engineering Research, University of New York at Buffalo, Buffalo, NY. for Earthquake
  • Shen, K. L. and Soong, T. T., (1995). “Modeling of Viscoelastic Dampers for Sructural Applications,” Journal of Engineering Mechanics, 121(6), 694- 700.
  • Boller, C., Chang, F.-K., &Fujino, Y. (Eds.). (2009). monitoring, WileyInterScience. structural health
  • Singh MP, Moreschi LM., (2000), Optimal seismic design of building structures with friction dampers. Proceedings of the U.S.–China Millenium Symposium on Earthquake Engineering, Beijing, China, November 8–11.
  • Soong, T. T., &Dargush, G. F. (1997). Passive energy engineering. Chichester: John Wiley & Sons.
  • Zhang, R. H., & Soong, T. T. (1992). Seismic design of viscoelastic dampers for structural applications. Journal of Structural Engineering, ASCE, 118(5), 1375–1392.
  • Hahn, G. D., &Sathiavageeswaran, K. R. (1992). Effects of added-damper distribution on the seismic response of buildings, Computers & Structures, 43(5), 941–950.
  • Christopoulos, C., &Filiatrault, A. (2006). Principle of passive supplemental damping and seismic isolation, Italy, IUSS Press, University of Pavia.
  • H. Harada, M. Ishii, T. Yamane, and T. Kobori.(2005) “A Study on Dynamic Behavior of Passive Energy Dissipation Systems Based on Seismic Observation Records Part 1”, Proc. 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan.
  • Shukla AK, Datta TK, (1999). Optimal use of viscoelastic dampers in building frames for seismic response. Journal of Structural Engineering; 125(4):401– 409.
  • Takewaki, I. (1997). Optimal damper placement for minimum transfer functions. Earthquake Engineering & Structural Dynamics, 26(11), 1113–1124.
  • Takewaki, I. (2009). Building control with passive dampers: Optimal performance-based design for earthquakes. Singapore: John Wiley & Sons Ltd. (Asia).
  • Trombetti, T., &Silvestri, S. (2004). Added viscous dampers in shear-type structures: The effectiveness of mass proportional damping. Journal of Earthquake Engineering, 8(2), 275–313.
  • Yamamoto, K., Fujita, K., &Takewaki, I. (2010). optimization in damper placement for interstory- drift control of structures. In Proc. of the first int. conf. on advances in interaction and multiscale mechanics (AIMM’10) Jeju, Korea, (pp. 321–329).
  • Clough. R.W. and Penzien. J. (1995), Dynamics Of Structures. 3rd edition. Berkeley. USA.
  • Hart, G.C., Fai, K.K. and Wong, (2000),“Structural Dynamic for Structural Engineers”, John Wiley and Sons, New York.
  • Zienkiewicz, O.C., Taylor, R.L., (2005),“The Finite Element Method for Solid and Structural Mechanics”, Sixth ed., Elsevier.
  • LUSAS Software Manual, 2004.
  • Chang, K. C., Soong, T. T., Oh, S. T., and Lai, M. L., (1992). “Effect of Ambient Temperature on Viscoelastically Damped Structure,” Journal of StructuralEngineering, 118(7), 1955-1973.
  • Aydin, E., Boduroglub, M. H., &Guney, D. (2007). Optimal rehabilitation of planar building structures. Engineering Structures, 29, 176–185. seismic
  • Spencer, B.F., Jr., Dyke, S.J. and Deoskar, H.S. (1998). “Benchmark Problems in Structural Control – Part I: Active Mass Driver System; Part II: Engineering and Structural Dynamics, Vol. 27, No. 11, pp.1127–2247. Earthquake
  • Spencer, B.F., Jr. and Sain, M.K., (1997) “Controlling Buildings: A New Frontier in Feedback,” IEEE Control Systems Magazine: Special Issue on Emerging Technologies, Vol. 17, No. 6, pp. 19–35.
  • Spencer, B.F., Jr., Christenson, R.E. and Dyke, S.J., (1999). “Next Generation Benchmark Control Problems for Seismically Excited Buildings.” Proc., 2nd World Conf. on Structural Control, (T. Kobori, et al., eds., Wiley), Vol.2, pp.1135–1360.
  • Wu, B., Ou, J. P., and Soong, T. T., (1997). “Optimal Placement of Energy Dissipation Devices for Three-Dimensional Structures,” Engineering Structures, 19, 113-125.
  • Marko, Julius and Thambiratnam, David P. and Perera, Nimal J. (2009) “Study of passive dampers configurations in the seismic mitigation of structures”. Journal of Mechanics of Materials and Structures 2(7):pp. 1021-1049.
  • I. Lopeza, J.M. Busturiab, H. Nijmeijera, “Energy dissipation of a friction damper”, Journal of Sound and Vibration 278 (2004) 539–561.
  • K.C. Chang, Y.Y. Lin, M.L.Lai, “Seismic Analysis And Design Of Structures With Viscoelastic Dampers”, ISET Journal of Earthquake Technology, Paper No. 80, Vol.35, No. 4, December 1998,pp. 143-166.

Year 2012, Volume: 25 Issue: 3, 721 - 735, 19.07.2012

Ehsan Noroozınejad Farsangı , Azlan Adnan

Abstract

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.
  • Bhaskararao A.V. and Jangid, R.S., (2006). “Seismic Analysis of Structures Connected with Friction Dampers,” Engineering Structures 28 April 2006, Pages 690-703.
  • Chang, K. C., Soong, T. T., Lai, M. L., and Nielsen, (1993). “Viscoelastic Dampers as Energy Dissipation Devices for Seismic Applications,” EarthquakeSpectra, 9(3), 371-388.
  • Cherry, S. and Filiatrault, A., (1993). “Seismic Response Control of Buildings Using Friction Dampers,” Earthquake Spectra, 9, 447-466.
  • Kasai, K., Fu, Y., and Watanabe, A., (1998). “Passive Control Systems for Seismic Damage Mitigation,” Journal of Structural Engineering, 124(5), 501-512.
  • Pong, W. S., Tsai, C. S., and Lee, G. C., (1994). “Seismic Study of Building Frames with Added Energy-Absorbing Devices,” Report No. NCEER 94-0016, Engineering Research, University of New York at Buffalo, Buffalo, NY. for Earthquake
  • Shen, K. L. and Soong, T. T., (1995). “Modeling of Viscoelastic Dampers for Sructural Applications,” Journal of Engineering Mechanics, 121(6), 694- 700.
  • Boller, C., Chang, F.-K., &Fujino, Y. (Eds.). (2009). monitoring, WileyInterScience. structural health
  • Singh MP, Moreschi LM., (2000), Optimal seismic design of building structures with friction dampers. Proceedings of the U.S.–China Millenium Symposium on Earthquake Engineering, Beijing, China, November 8–11.
  • Soong, T. T., &Dargush, G. F. (1997). Passive energy engineering. Chichester: John Wiley & Sons.
  • Zhang, R. H., & Soong, T. T. (1992). Seismic design of viscoelastic dampers for structural applications. Journal of Structural Engineering, ASCE, 118(5), 1375–1392.
  • Hahn, G. D., &Sathiavageeswaran, K. R. (1992). Effects of added-damper distribution on the seismic response of buildings, Computers & Structures, 43(5), 941–950.
  • Christopoulos, C., &Filiatrault, A. (2006). Principle of passive supplemental damping and seismic isolation, Italy, IUSS Press, University of Pavia.
  • H. Harada, M. Ishii, T. Yamane, and T. Kobori.(2005) “A Study on Dynamic Behavior of Passive Energy Dissipation Systems Based on Seismic Observation Records Part 1”, Proc. 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan.
  • Shukla AK, Datta TK, (1999). Optimal use of viscoelastic dampers in building frames for seismic response. Journal of Structural Engineering; 125(4):401– 409.
  • Takewaki, I. (1997). Optimal damper placement for minimum transfer functions. Earthquake Engineering & Structural Dynamics, 26(11), 1113–1124.
  • Takewaki, I. (2009). Building control with passive dampers: Optimal performance-based design for earthquakes. Singapore: John Wiley & Sons Ltd. (Asia).
  • Trombetti, T., &Silvestri, S. (2004). Added viscous dampers in shear-type structures: The effectiveness of mass proportional damping. Journal of Earthquake Engineering, 8(2), 275–313.
  • Yamamoto, K., Fujita, K., &Takewaki, I. (2010). optimization in damper placement for interstory- drift control of structures. In Proc. of the first int. conf. on advances in interaction and multiscale mechanics (AIMM’10) Jeju, Korea, (pp. 321–329).
  • Clough. R.W. and Penzien. J. (1995), Dynamics Of Structures. 3rd edition. Berkeley. USA.
  • Hart, G.C., Fai, K.K. and Wong, (2000),“Structural Dynamic for Structural Engineers”, John Wiley and Sons, New York.
  • Zienkiewicz, O.C., Taylor, R.L., (2005),“The Finite Element Method for Solid and Structural Mechanics”, Sixth ed., Elsevier.
  • LUSAS Software Manual, 2004.
  • Chang, K. C., Soong, T. T., Oh, S. T., and Lai, M. L., (1992). “Effect of Ambient Temperature on Viscoelastically Damped Structure,” Journal of StructuralEngineering, 118(7), 1955-1973.
  • Aydin, E., Boduroglub, M. H., &Guney, D. (2007). Optimal rehabilitation of planar building structures. Engineering Structures, 29, 176–185. seismic
  • Spencer, B.F., Jr., Dyke, S.J. and Deoskar, H.S. (1998). “Benchmark Problems in Structural Control – Part I: Active Mass Driver System; Part II: Engineering and Structural Dynamics, Vol. 27, No. 11, pp.1127–2247. Earthquake
  • Spencer, B.F., Jr. and Sain, M.K., (1997) “Controlling Buildings: A New Frontier in Feedback,” IEEE Control Systems Magazine: Special Issue on Emerging Technologies, Vol. 17, No. 6, pp. 19–35.
  • Spencer, B.F., Jr., Christenson, R.E. and Dyke, S.J., (1999). “Next Generation Benchmark Control Problems for Seismically Excited Buildings.” Proc., 2nd World Conf. on Structural Control, (T. Kobori, et al., eds., Wiley), Vol.2, pp.1135–1360.
  • Wu, B., Ou, J. P., and Soong, T. T., (1997). “Optimal Placement of Energy Dissipation Devices for Three-Dimensional Structures,” Engineering Structures, 19, 113-125.
  • Marko, Julius and Thambiratnam, David P. and Perera, Nimal J. (2009) “Study of passive dampers configurations in the seismic mitigation of structures”. Journal of Mechanics of Materials and Structures 2(7):pp. 1021-1049.
  • I. Lopeza, J.M. Busturiab, H. Nijmeijera, “Energy dissipation of a friction damper”, Journal of Sound and Vibration 278 (2004) 539–561.
  • K.C. Chang, Y.Y. Lin, M.L.Lai, “Seismic Analysis And Design Of Structures With Viscoelastic Dampers”, ISET Journal of Earthquake Technology, Paper No. 80, Vol.35, No. 4, December 1998,pp. 143-166.
There are 39 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Civil Engineering
Authors

Ehsan Noroozınejad Farsangı

Azlan Adnan This is me

Publication Date July 19, 2012
Published in Issue Year 2012 Volume: 25 Issue: 3

Cite

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.
AMA 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. July 2012;25(3):721-735.
Chicago 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 25, no. 3 (July 2012): 721-35.
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 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, 2012.
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 2012), 721-735.
JAMA 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, 2012, pp. 721-35.
Vancouver 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):721-35.