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Experimental and numerical investigation of rotational friction dampers with multi units in steel frames subjected to lateral excitation

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Performance of rotational friction dampers with two and three units was evaluated experimentally because of a lack of research data on performance of these dampers with multi units. Results of multi-unit dampers were compared with the results of one-unit damper. Increasing trend in dissipating energy was observed. Then, the behavior of these dampers in frames of 3, 7 and 12 stories was studied by modeling the damper directly. Nonlinear time history dynamic analysis was used. It was observed that by increasing the number of stories in the buildings, dampers with multi units should be used to perform properly against earthquake. The equivalent damping method was also investigated to consider the effects of this damper without direct modeling of the damper. Effective damping of the frames equipped with this type of damper was estimated and used in nonlinear time history dynamic analysis and it was observed that the responses of these structures with dampers can be approximated by the responses of moment resisting frames without damper but with damping equal to the effective damping due to rotational friction damper.
Rocznik
Strony
479--491
Opis fizyczny
Bibliogr. 24 poz., rys., tab., wykr.
Twórcy
  • Structural Engineering Division, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran
autor
  • Mechanical Engineering Division, Faculty of Engineering and Technology, Tarbiat Modares University, Tehran, Iran
  • Structural Engineering Division, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran
autor
  • Mechanical Engineering Division, Faculty of Engineering and Technology, Tarbiat Modares University, Tehran, Iran
Bibliografia
  • [1] H. Adeli, H. Kim, Hybrid control of smart structures, in: 6th International Congress on Advances in Civil Engineering, Istanbul, Turkey, 2004.
  • [2] A. Malhotra, D. Carson, P. Gopal, A. Braimah, G.D. Giovanni, R. Pall, Friction dampers for seismic upgrade of St. Vincent Hospital, Ottawa, in: 13th World Conference on Earthquake Engineering. No. 1952, Vancouver, Canada, 2004.
  • [3] G. Chen, J. Wu, G. Garriett, Preliminary design of piezoelectric friction dampers for reducing the seismic response of structures, in: 14th ASCE Engineering Mechanics Conference, Austin, TX, 2000.
  • [4] M. Unsal, C. Niezrecki, C. Crane, A new semi-active piezoelectric-based friction damper, Smart Structures and Materials 5052 (2003) 413–420.
  • [5] C. Chen, G. Chen, Shake table tests of a quarter-scale three-storey building model with piezoelectric friction dampers, Structural Control and Health Monitoring 11 (2004) 239–257.
  • [6] S.T. De la Cruz, F. Lopez-Almansa, S. Oller, Numerical simulation of the seismic behavior of building structures equipped with friction energy dissipaters, Computers and Structures 85 (2007) 30–42.
  • [7] A.S. Vader, The influence of signature tower passive energy dissipating devices on seismic response of long span cable-supported bridges, (Thesis), Washington State University, 2004.
  • [8] L.D. Sarno, A.S. Elnashai, Seismic Retrofitting of Steel and Composite Building Structures, Report, University of Illinois, September 2002.
  • [9] I.H. Mualla, Experimental and computational evaluation of a novel friction damper device, (Ph.D. thesis), Department of Structural Engineering and Materials, Technical University of Denmark, 2000.
  • [10] I.H. Mualla, Parameters influencing the behavior of a new friction damper device, Smart Structures and Materials 3988 (2000) 64–74.
  • [11] I.H. Mualla, B. Bellev, Performance of steel frames with a new friction damper device under earthquake excitation, Engineering Structures 24 (2002) 365–371.
  • [12] I.H. Mualla, L.O. Nielsen, B. Belev, W.I. Liao, C.H. Loh, A. Agrawal, Numerical predictions of shaking table tests on a full scale friction-damped structure, in: 12th European Conference on Earthquake Engineering, London, 2002.
  • [13] W.I. Liao, I.H. Mualla, C.H. Loh, Shaking-table test of a friction-damped frame structure, Structural Design of Tall and Special Buildings 13 (2004) 45–54.
  • [14] M. Sanati, S.E. Khadem, S. Mirzabagheri, H. Sanati, M.Y. Khosravieh, Performance evaluation of a novel rotational damper for structural reinforcement steel frames subjected to lateral excitations, Earthquake Engineering and Engineering Vibration 13 (1) (2014) 75–84.
  • [15] Federal Emergency Management Agency (FEMA), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Report FEMA 356, Washington, 2000.
  • [16] A.K. Chopra, Dynamics of Structure – Theory and Applications to Earthquake Engineering, Prentice-Hall, Inc., Englewood Cliffs, NJ, 1995.
  • [17] Applied Technology Council, ATC-40 Report, Seismic Evaluation and Retrofit of Steel Buildings, Redwood City, California, 1996.
  • [18] M.A. Sozen, Lateral drift of reinforced concrete structures subjected to strong ground motions, Bulletin of the New Zealand National Society for Earthquake Engineering 16 (2) (1983) 107–122.
  • [19] A. Nassar, H. Krawinkler, Seismic Demands for SDOF and MDOF Systems, Report No. 95, John A. Blume Earthquake Engrg. Ctr., Stanford University, USA, 1991.
  • [20] M. Rahnama, H. Krawinkler, Effects of Soft Soils and Hysteresis Model on Seismic Demands, Report No. 108, John A. Blume Earthquake Engrg. Ctr., Stanford University, USA, 1993.
  • [21] G.D.P.K. Seneviratna, Evaluation of inelastic MDOF effects for seismic design, (Ph.D. dissertation), Stanford University, USA, 1995.
  • [22] G.D.P.K. Seneviratna, H. Krawinkler, Modifications of seismic demands for MDOF systems, in: 11th World Conference on Earthquake Engineering. No. 2129, 1996.
  • [23] A. Gupta, H. Krawinkler, Effect of stiffness degradation on deformation demands for SDOF and MDOF structures, in: 6th US National Conference on Earthquake Engineering, Seattle, WA, 1998.
  • [24] Federal Emergency Management Agency (FEMA), NEHRP Guidelines for the Seismic Rehabilitation of Buildings. Reports FEMA 273 (Guidelines) and 274 (Commentary), Washington, 1997.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-59bdc39c-00da-4ef8-a460-ee5eb1f0c340
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