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Performance of viscous fluid dampers coupling adjacent inelastic structures under near-fault earthquakes

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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.

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References

  1. 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.

    Article  Google Scholar 

  2. 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.

    Article  Google Scholar 

  3. 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.

    Article  Google Scholar 

  4. 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.

    Article  Google Scholar 

  5. 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.

    Article  Google Scholar 

  6. 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.

    Article  Google Scholar 

  7. BHASKARARAO A V, JANGID R S. Seismic analysis of structures connected with friction dampers [J]. Engineering Structures, 2006, 28(5):690–703.

    Article  Google Scholar 

  8. 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.

    Article  Google Scholar 

  9. LEE D, TAYLOR D P. Viscous damper development and future trends [J]. Journal of Structure Design of Tall Buildings, 2001, 10(5):311–320.

    Article  Google Scholar 

  10. 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)

    Google Scholar 

  11. MALHOTRA P K. Response of buildings to near-field pulse-like ground motions [J]. Earthquake engineering and Structure Dynamics, 1999, 28:1309–1326.

    Article  Google Scholar 

  12. 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.

    Article  Google Scholar 

  13. WEN Y K. Method for random vibration of hysteretic systems [J]. Journal of the Engineering Mechanics Division, 1976, 102(2):249–63.

    Google Scholar 

  14. 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.

    Article  MATH  Google Scholar 

  15. 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.

    Article  Google Scholar 

  16. 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.

    Article  Google Scholar 

  17. 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.

    Article  Google Scholar 

  18. 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.

    Article  Google Scholar 

  19. DICLELI M. Supplemental elastic stiffness to reduce isolator displacement for seismic-isolated bridges in near-fault zones [J]. Engineering Structures, 2007, 29:763–775.

    Article  Google Scholar 

  20. 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.

    Article  Google Scholar 

  21. 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.

    Article  Google Scholar 

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Correspondence to Hong-ping Zhu  (朱宏平).

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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

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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

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  • DOI: https://doi.org/10.1007/s11771-010-0639-5

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