Abstract
For a seismic increased protection, new technologies have been developed, among these technologies there is the “passive energy dissipation devices”. The absorption of the seismic input energy in the buildings and reducing its damage are the main objectives of these devices. This study will focus on the seismic design of structures with supplemental fluid viscous dampers device. A 3D numerical investigation is done considering the seismic response of a twelve-storey steel building moment frame with diagonal FVD that have nonlinear force versus velocity behaviour. Fast nonlinear analysis of Boumerdes earthquake (Algeria, May 2003) is considered for analysis and calculation using SAP2000 software and comparisons between linear-, nonlinear-damped and unbraced structures are shown in a tabulated and graphical format. The results of the various alternatives studied were discussed and the conclusions showed the important contribution of nonlinear FVD to improve the dissipative capacities of the structure without increasing its stiffness in a significant way which contributes to reduce the quantity of steel necessary for its general stability.
Similar content being viewed by others
References
Uang C.M., Bertero V.V.: Evaluation of seismic energy in structures. Earthq. Eng. Struct. Dyn. 19, 77–90 (1990)
Syman, M.D.; Charney, F.A.; Whittaker, A.S.; Constatinou, M.C.; Kircher, C.A.; Jhonson, M.W.; McNamara, R.J.: Energy dissipation systems for seismic applications: current practice and recent developments. J. Struct. Eng. 134:1 (2008); 0733-9445 (ASCE)
Sleemah, A.A.; Constantinou, M.C.: Investigation of Seismic Response of Structures of Buildings with Linear and Nonlinear Fluid Viscous Dampers. Tech Rep. NCEER-97-0004, National Centre for Earthquake Engineering. Research, State Univ. of New York (SUNY) at Buffalo, NY (1997)
Whittle J.K., Williams M.S., Williams M.S., Karavasilis T.L., Blakeborough A.: A comparison of viscous damper placement methods for improving seismic building design. J. Earthq. Eng. 16(4), 540–560 (2012)
Aydin E. : Optimal damper placement based on base moment in steel building frames. J. Construct. Steel Res. 79, 216–225 (2012)
Lang Z.Q., Guo P.F., Takewaki I.: Output frequency response function based design of additional nonlinear viscous dampers for vibration control of multi-degree-of-freedom systems. J. Sound Vib. 332, 4461–4481 (2013)
Lu L.Y., Lin G.L., Ming H.S.: An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation. Eng. Struct. 34, 111–123 (2012)
Kang J.D., Tagawa H.: Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers. Eng. Struct. 56, 431–442 (2013)
Landi L., Lucchi L., Diotallevi P.P.: A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers. Eng. Struct. 71, 137–149 (2014)
Sullivan T.J., Lago A.: Towards a simplified direct DBD procedure for the seismic design of moment resisting frames with viscous dampers. Eng. Struct. 35, 140–148 (2012)
Diotallevi P.P., Landi L., Dellavalle A.: A methodology for the direct assessment of the damping ratio of structures equipped with nonlinear viscous dampers. J. Earthq. Eng. 16, 350–373 (2012)
Narkhede D.I., Sinha R.: Behavior of nonlinear fluid viscous dampers for control of shock vibrations. J. Sound Vib. 333, 80–98 (2014)
Hatzigeorgiou G.D., Pnevmatikos N.G.: Maximum damping forces for structures with viscous dampers under near-source earthquakes. Eng. Struct. 68, 1–13 (2014)
Adachi F., Yoshitomi S., Tsuji M., Takewaki I.: Nonlinear optimal oil damper design in seismically controlled multi-story building frame. Soil Dyn. Earthq. Eng. 44, 1–13 (2013)
Guo P.F., Lang Z.Q., Peng Z.K.: Analysis and design of the force and displacement transmissibility of nonlinear viscous damper based vibration isolation systems. Nonlinear Dyn. 67(4), 2671–2687 (2012)
Constantinou, M.C.; Symans, M.D.: Experimental and Analytical Investigation of Seismic Response of Structures with Supplemental Fluid Viscous Dampers. Tech Rep. NCEER-92-0027, National Centre for Earthquake Engineering, Research, State Univ. of New York (SUNY) at Buffalo, NY (1992)
Syman M.D., Constatinou M.C.: Passive fluid viscous passive systems for seismic energy dissipation. ISET J. Earthq. Technol. 35(4), 185–206 (1998)
Oesterle, M.G.: Use of Incremental Dynamic Analysis to Assess the Performance of Steel Moment-Resisting Frames with Fluid Viscous Dampers. Master of Science Thesis, Virginia, USA (2003)
Frings, C.; De La Llera, J.C.: Multiphysics modeling and experimental behavior of viscous dampers. In: International Conference on Structural Dynamics, EURODYN 2011., 4–6 July Leuven, Belgium (2011)
Hwang, J.S.: Seismic design of structures with viscous dampers. In: international Training Programs for Seismic Design of Building Structures Hosted by National Centre for Research on Earthquake Engineering Sponsored by Department of International Programs. National Science Council, January 21–25, Taipei, Taiwan (2002)
Labise, C.; Rodgers, G.W.; MacRae G.A.; Chase, J.G.: Viscous and Hysteretic Damping—Impact of Capacity Design Violating in Augmented Structural Systems. Journal of University of Canterbury, New Zealand, pp. 23–30. http://ir.canterbury.ac.nz/handle/10092/7096
Vulcano, A.; Mazza, F.: Comparative study of seismic performance of frames using different dissipative braces. In: 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Sunday 30 January–Friday 4 February (2000)
Kaczkowski, N.: Développement des capacités de Conception Parasismique des Ponts. Master of civil engineering, Thesis. INSA, Lyon (2012)
Moreschi L.M.: Seismic Design of Energy Dissipation Systems for Optimal Structural Performance. Doctor of Philosophy in Engineering Mechanics, Blacksburg (2000)
Soong T.T., Constantinou M.C.: Passive and Active Structural Vibration Control in Civil Engineering. Springer, New York (1994)
FEMA, NEHRP: Guidelines & Commentary for Seismic Rehabilitation of Buildings, Reports N° 273 and 274, October, Washington, DC (1997)
Nonlinear Analysis and Design of Building. SAP2000 User Manual. Computer and Structure. Inc, California. Berkeley (2002)
Ras, A.; Boukhari, B.; Boumechra N.; Hamdaoui, K.: Dissipative capacity analysis of steel building using viscous bracing device. In: Fourth International Joint Conference on Advances in Engineering and Technology, AET, NCR, December 13–14, India (2013)
RPA99/2003.: Algerian seismic code, technical paper DTR B. C 2 48, Algiers, Algeria (2003)
Yang Z., Xu Y., Lu X.L.: Experimental seismic study of adjacent buildings with fluid dampers. J. Struct. Eng. 129(2), 197 (2003)
Yazdan Panah, E.; Noorzaei, J.; Jaafar, M.S.; Seifi, M.: Earthquake response of steel building with viscous brace damper. In: International Conference on Constructing Building Technology, ICCBT2008. 16–20 June Kuala Lumour, Malaysia (2008)
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Ras, A., Boumechra, N. Study of Nonlinear Fluid Viscous Dampers Behaviour in Seismic Steel Structures Design. Arab J Sci Eng 39, 8635–8648 (2014). https://doi.org/10.1007/s13369-014-1460-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13369-014-1460-5