Abstract
A relief valve parallel to the throttle valve is added to a Velocity dependent hydraulic damper (VDHD) so that the orifice size that regulates the oil flow can be adjusted. This device adjustment will allow the damper to have an adaptive control of damping by changing its damping coefficient. A mathematical model including a serial friction model and a small damper that is parallel to the friction model added to the Maxwell model for simulating the actual energy-dissipating behaviour of the VDHD was proposed in this research. To extend the useful value of VDHD, a numerical analysis model based on the SAP2000 nonlinear analysis programwas applied to simulate the energy-dissipating characteristics of VDHD in this study. The analysis results obtained by using the mathematical model and the proposed SAP2000 numerical model conform to the seismic resistant test results, and confirm that the SAP2000 nonlinear analysis program can accurately describe the actual energy-dissipating behaviour of the VDHD installed on structures under various energy-dissipating situations.
Similar content being viewed by others
References
Constantinou M C, Soong T T, Dargush G F 1998 Passive energy dissipation systems for structural design and retrofit. Multidisciplinary center for earthquake engineering research, Monograph, NY, U.S.A. No. 1: 72–74
Dyke S J, Spencer Jr B F, Sain M K, Carlson J D 1998 An experimental study of MR dampers for seismic protection. Smart Master Struct. 7: 693–703
Hsu D S, Ho C Y, Lee Y F, Chiou S I 2000 Study on the high frequency characteristics of fluid damper. J. Struct. Eng. 15(3): 3–19
Inaudi J A, Hayen J C 1995 Research on variable-structure system in the United States. International Post-Smirt Conference Seminar on Seiesmic Isolation, Passive Energy Dissipation and Control of Vibrations of Structures, Santiago, Chile
Iwan W D, Wang L J 1998 A comparison of control algorithms for active interaction control of civil engineering. Proceedings of 2nd World conference on structural control Kyoto, Japan 2: 1559–1566
Kurata N, Kobori T, Takahashi M, Niwa N, Midorikawa H 1999 Actual seismic response controlled building with semi-active damper system. Earthquake Eng. and Struct. Dynamics 28: 1427–1447
Kurata N, Kobori T, Takaashi M, Ishibashi T, Niwa N, Tagami J, Midorikawa H 2000 Forced vibration test of a building with semi-active damper system. Earthquake Engineering and Structural Dynamics 29: 629–645
Laursen T A, Oancea V G 1997 On the constitutive modelling and finite element computation of rate-dependent frictional sliding in large deformations. Computer Methods in Applied Mech. and Eng. 143: 197–227
Lee D, Taylor D P 2001 Viscous damper development and future trends. The Structural design of Tall Buildings 10: 311–320
Liu W N, Meschke G, Mang H A 2000 On the approximations of the tangential slip in frictional contact analyses. Computers and Structures 78: 53–62
Makris N, Constantinou M C 1991 Fractional_derivative maxwell model for viscous dampers. J. Struct. Eng. 122(5): 485–493
Makris N, Constantinou M C 1993 Models of viscoelasticity with complex order derivatives. J. Eng. Mech. 119(7): 1453–1464
Makris N, Dargush G F, Constantinou M C 1995 Dynamic analysis of viscoelastic fluid dampers. J. Eng. Mech. 121(10): 1114–1121
Patten WN, Sack R L, Qiwei H 1996 Controlled semiactive hydraulic vibration absorber for bridges. J. Struct. Eng. 122(2): 187–192
SAP 2000 Linear and nonlinear static and dynamic analysis and design of three-dimensional structure. Vol. 8.0. Computers and structures Inc., Berkeley, California, USA 2002
Shih M H, Sung W P, Go C G 2002 Development of accumulated semi-active hydraulic damper. Experimental Techniques 26(5): 29–32
Shih M H, Sung WP, Go C G 2002 Study on the design and performance of displacement dependent hydraulic damper. J. Struct. Eng. 17(1): 81–90
Shih M H, Sung W P, Go C G A 2003 Design concept with a displacement dependent semi-active hydraulic damper for energy-dissipating. Experimental Techniques 27(6): 53–56
Shih M H, Sung W P 2004 The energy-dissipating behaviour of displacement dependent semi-active hydraulic damper. J. Struct. Mechanics and Earthquake Eng. Japan Society of Civil Engineering, 21(2): 121s–129s
Shih MH, Sung WP 2006 Development and seismic reduction performance of velocity and displacement dependent hydraulic damper. Experimental Techniques 30(3): 41–45
Sivaselvan M V, Reinhorm A M 2000 Hysteretic models for deteriorating inelastic structures. J. Eng. Mech. 126: 633–640
Sung W P, Shih M H, Tung S H 2007 Mathematical modelling for energy dissipation behaviour of velocity dependent hydraulic damper. J. Civil Eng. Res. and Practice 4(2): 15–29
Symans M D, Constantinou M C 1997 Seismic testing of a building structure with a semi-active fluid damper control system. Earthquake Eng. and Struct. Dynamics 26: 759–777
Taylor D P 1992 Fluid dampers for applications of seismic energy-dissipating and seismic isolation. Eleventh World Conference on Earthquake Engineering Research, State University of New York at Buffalo, No. 798
Xu Y X, Qu WL, Ko J M 2000 Seismic response control of frame structures using magnetorheological/electrorheological dampers. Eng. and Struct. Dynamics 29: 557–575
Yang J N, Kim J H, Agrawal A K 2000 Resetting semiactive stiffness damper for seismic response control. J. Struct. Eng. 126(12): 1427–1432
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Shih, M.H., Sung, W.P. & Wu, M.J. Development of numerical modelling of analysis program for energy-dissipating behaviour of velocity dependent hydraulic damper. Sadhana 35, 631–647 (2010). https://doi.org/10.1007/s12046-010-0038-5
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12046-010-0038-5