A Direct Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Frame Structures

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Many design methods for the design of viscous dampers to be inserted in building structures are available in the scientific literature and building codes. Among others, the authors proposed a five-step procedure guiding the practioner from the choice of a target reduction in the seismic response of the structural system (with respect to the response of a structure without any additional damping devices), to the identification of the corresponding damping ratio and the mechanical characteristics of the commercially available viscous dampers. The original procedure required the development of numerical simulations for the evaluations of the peak inter-storey velocity profiles, necessary for the evaluation of the non-linear damping coefficient. More recently, a fully analytical version of the 5-step procedure (direct) has been also introduced. In the present work, an application of the direct procedure for a three-storey school building is presented.

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233-239

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July 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] C. Christopoulos, A. Filiatrault, Principles of passive supplemental damping and seismic isolation, IUSS Press, Pavia, (2006).

DOI: 10.1061/(asce)0733-9445(2007)133:8(1192)

Google Scholar

[2] M.C. Constantinou, I. G: Tadjbakhsh, Optimum design of a first story damping system, Comput. Struct., 1983, 17(2): 305–310.

DOI: 10.1016/0045-7949(83)90019-6

Google Scholar

[3] I. Takewaki , Building control with passive dampers: optimal performance-based design for earthquakes, Wiley, Singapore, (2009).

DOI: 10.1002/9780470824931

Google Scholar

[4] OC. Ramirez, MC. Constantinou, CA. Kircher, AS. Whittaker, MW. Johnson, JD. Gomez, CZ. Chrysostomou, Development and evaluation of simplified procedures for analysis and design of buildings with passive energy dissipation systems. Technical report, Buffalo, 2000, MCEER-00-0010.

Google Scholar

[5] D. Lopez Garcia, A simplemethod for the design of optimal damper configurations in MDOF structures . Earthq Spectra , 2001, 17(3): 387–398.

DOI: 10.1193/1.1586180

Google Scholar

[6] American Society of Civil Engineers, ASCE 7–05, Minimum design loads for buildings and other structures. Reston, VA, (2005).

DOI: 10.1061/9780784408094.err

Google Scholar

[7] S. Silvestri, G. Gasparini, T. Trombetti , A five-step procedure for the dimensioning of viscous dampers to be inserted in building structures. J Earthq Eng., 2010, 14(3): 417–447.

DOI: 10.1080/13632460903093891

Google Scholar

[8] S. Silvestri, M. Palermo, G. Gasparini, T. Trombetti, A simple analytical design procedure for the dimensioning of viscous dampers and structural members for frame structures. Second European Conference on Earthquake Engineering and Seismology (2ECEES), 2010, 24-29 August 2014, Istanbul, Turkey.

DOI: 10.1016/j.proeng.2017.09.441

Google Scholar

[9] EH. Vanmarcke, CA. Cornell, DA. Gasparini, S. Hou, SIMQKE-I: simulation of earthquake ground motions., T.F. Blake, Newbury Park, California, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, Modified, (1990).

Google Scholar

[10] NTC (2008) Norme Tecniche per le Costruzioni, Italian building code, adopted with D.M. 14/01/2008, published on S.O. n. 30 G.U. n. 29 04/02/(2008).

Google Scholar

[11] JJ. Bommer, AS. Elnashai , AG. Weir, Compatible acceleration and displacement spectra for seismic design codes. In: Proceedings of the 12th World Conference on Earthquake Engineering. Auckland, New Zealand, (2000).

Google Scholar