Fluid viscous damper

Reigles, D.G. 6c Symans, M.D. 2006. Supervisory fuzzy control of a base isolated benchmark building utilizing a neuro-fuzzy model of controllable fluid viscous dampers. Journal of Structural Control and Health Monitoring, 13, 724—747. [Pg.177]

Goel, R.K. 2005. Seismic response of linear and non-linear asymmetric systems with non-linear fluid viscous dampers. Earthquake Engineering Structural Dynamics 34(7) 825-846. [Pg.505]

Constantinou, M. C., Tsopelas, R, Hammel, W., Sigaher, A. N. (2000). New configurations of fluid viscous dampers for improved performance. Passive Control Symposium Proceedings, Tokyo Institute of Technology, Yokohama, Japan. [Pg.247]

Symans MD, Constantinou MC, Taylor DP, Gamujost KD (1994) Semi-active fluid viscous dampers for seismic response control. In Proceedings of first world conference on stmctural control, Los Angeles, FA4 pp 3-12... [Pg.20]

All linear analysis methods for structures equipped with rate-dependent passive dampers involve a simplified calculatirm of the supplemental (equivalent) damping ratio, For example, given the damping coefficients C, at each story i of a building and by assuming linear fluid viscous dampers (a = 1 in Eq. 1) positioned in a horizontal configuration, eq at the fundamental period of vibration Tj under elastic conditions can be estimated as (Whittaker et al. 2003) ... [Pg.401]

A simplified linear method of analysis for building frames with elastomeric or viscoelastic dampers has been proposed by Lee et al. (2009) and has been recently extended to the case of fluid viscous dampers by Seo et al. (2014). This method is fully compatible with linear methods... [Pg.402]

Seleemah A, Constantinou MC (1997) Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers. Report no NCEER 97-0004. State University of New York at Buffalo, National Center for Earthquake Engineering Research, Buffalo... [Pg.404]

Seo C-Y, Karavasilis TL, Rides JM, Sause R (2014) Seismic performance and probabilistic collapse resistance assessment of steel moment resisting frames with fluid viscous dampers. Earthq Eng Struct Dyn 43 (14) 2135-2154... [Pg.404]

Code-Based Design Seismic Isolation of Buildings, Fig. 17 Fluid viscous damper at isolation plane... [Pg.433]

Deck Vortex-induced vibrations Passive FVD (fluid viscous dampers)... [Pg.547]

Passive Control Techniques for Retrofitting of Industriale, Franco Baroni and Stefano Silvestri) (a) and Existing Structures, Fig. 3 Fluid viscous dampers. in L Aquila (Courtesy of FIP Industriale and Prof Seismic retrofit of buildings in Imola (Courtesy of FIP Vincenzo Gattulli) (b)... [Pg.1854]

Passive Control Techniques for Retrofitting of force under harmonic cycles for different values of the Existing Structures, Fig. 4 Fluid viscous dampers, velocity exponent a = 1.00, solid thick line a = 0.90,... [Pg.1854]

Lee D, Taylor DP (2001) Viscous damper development and future trends. Struct Des Tall Build 10 311-320 Lin W-H, Chopra AK (2002) Earthquake response of elastic SDF systems with non-linear fluid viscous dampers. Earthq Eng Struct Dyn 31 1623-1642 Lin J-L, Tsai K-C, Yu Y-J (2011) Bi-directional coupled tuned mass dampers for the seismic response control of two-way asymmetric-plan buildings. Earthq Eng Struct Dyn 40 675-690... [Pg.1871]

Shear Key Movable Longitudinally Capacity 4000kN, +550M00 mm Single-Action Fluid Viscous Damper Capacity 4500kN, -t-550/400 mm... [Pg.2560]

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