Abstract
The behavior of viscous fluid damper applied in coupling structures subjected to near-fault earthquake was studied. The structural nonlinearity was characterized by Bouc-Wen model and several near-fault ground motions were simulated by the combination of a recorded earthquake (background ground motion) with equivalent velocity pulses that possess near-fault features. Extensive parametric studies were carried out to find the appropriate damping coefficient. Performances of viscous fluid dampers were demonstrated by the relationship between the force and displacement, the maximal damper force and stroke. The control performances were demonstrated in terms of the response reductions of adjacent structures. The results show that the dynamic responses of adjacent structures are mitigated greatly. Proper damping coefficients of connecting fluid dampers have a small difference, while adjacent structures under different near-fault ground motions with the same peak acceleration. The maximum force of damper is about 0.8 MN, and the maximum damper stroke is about ±550 mm. Satisfied viscous fluid dampers can be produced according to the current manufacturing skills.
Similar content being viewed by others
References
ZHANG Wen-shou, XU You-lin. Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers [J]. Earthquake Engineering and Structural Dynamics, 1999, 28:1163–1185.
ZHANG Wen-shou, XU You-lin. Vibration analysis of two building linked by Maxwell model-defined fluid dampers [J]. Journal of Sound and Vibration, 2000, 233(5):775–796.
XU You-lin, ZHANG Wen-shou, KO Jan-ming. Experimental investigation of adjacent buildings connected by fluid damper [J]. Earthquake Engineering and Structural Dynamics, 1999, 28:601–631.
YANG Zhen, XU You-lin, LU Xi-lin. Experimental seismic study of adjacent buildings with fluid dampers [J]. Journal of Structural Engineering, 2003, 129(2):197–205.
NI Yi-qing, KO Jan-ming, YING Zu-guang. Random seismic response analysis of adjacent buildings coupled with non-linear hysteretic dampers [J]. Journal of Sound and Vibration, 2001, 246(3):403–417.
BASILI M, ANGELIS M D. Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices [J]. Journal of Sound and Vibration, 2007, 301(1/2):106–125.
BHASKARARAO A V, JANGID R S. Seismic analysis of structures connected with friction dampers [J]. Engineering Structures, 2006, 28(5):690–703.
CONSTANTINOU M C, SYMANS M D. Experimental study of seismic response of buildings with supplemental fluid dampers [J]. Journal of Structure Design of Tall Buildings, 1993, 2(2):93–132.
LEE D, TAYLOR D P. Viscous damper development and future trends [J]. Journal of Structure Design of Tall Buildings, 2001, 10(5):311–320.
SONG Xu-ming, DAI Gong-lian, ZENG Qing-yuan. Seismic response analysis and control of self-anchored suspension bridge [J]. Journal of Central South University: Science and Technology, 2009, 40(4): 1079–1085. (in Chinese)
MALHOTRA P K. Response of buildings to near-field pulse-like ground motions [J]. Earthquake engineering and Structure Dynamics, 1999, 28:1309–1326.
PARK S W, GHASEMI H, SHEN J, SOMERVILLE P G, WEN W P, YASHINSKY M. Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions [J]. Earthquake Engineering and Structure Dynamics, 2004, 33:1249–1270.
WEN Y K. Method for random vibration of hysteretic systems [J]. Journal of the Engineering Mechanics Division, 1976, 102(2):249–63.
ISMAIL M, IKHOUANE F, RODELLAR J. The hysteresis Bouc-Wen model: A survey [J]. Archives of Computational Methods in Engineering, 2009, 16(2):161–188.
LIN W H, CHOPRA A K. Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one-storey systems [J]. Earthquake Engineering and Structural Dynamics, 2001, 30:1475–1494.
MARTINEZ-RODRIGO M, ROMERO M L. An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications [J]. Engineering Structures, 2003, 25:913–925.
GEOL R K. Seismic response of linear and non-linear asymmetric systems with non-linear fluid viscous dampers [J]. Earthquake Engineering Structure Dynamics, 2005, 34:825–846.
DICLELI M, BUDDARAM S. Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect [J]. Engineering Structures, 2007, 29:21–32.
DICLELI M. Supplemental elastic stiffness to reduce isolator displacement for seismic-isolated bridges in near-fault zones [J]. Engineering Structures, 2007, 29:763–775.
MAVROEIDIS G P, PAPAGEORDIOU A S. A mathematical representation of near-fault ground motions [J]. Bulletin of Seismological Society of America, 2003, 93(3):1099–1131.
HE W L, AGRAWAL A K. Analytical model of ground motion pulses for the design and assessment of seismic protective systems [J]. Journal of Structural Engineering, 2008, 134(7):1177–1188.
Author information
Authors and Affiliations
Corresponding author
Additional information
Foundation item: Project(50778077) supported by the National Natural Science Foundation of China; Project(50925828) supported by the National Science Foundation for Distinguished Young Scholars of China
Rights and permissions
About this article
Cite this article
Ge, Dd., Zhu, Hp., Zhang, Jb. et al. Performance of viscous fluid dampers coupling adjacent inelastic structures under near-fault earthquakes. J. Cent. South Univ. Technol. 17, 1336–1343 (2010). https://doi.org/10.1007/s11771-010-0639-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11771-010-0639-5