Seismic response of adjacent buildings connected with friction dampers

Bulletin of Earthquake Engineering

Volumn 4, Issue 1, 2006, Pages 43-64

  Bhaskararao, A V ^a   Jangid, R S ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

Author keywords

Adjacent buildings; Friction damper; Non slip mode; Optimal placement; Optimum slip force; Seismic response; Slip mode

Indexed keywords

ACCELERATION; COST ACCOUNTING; DAMPING; EARTHQUAKES; ENERGY DISSIPATION; FRICTION; SEISMOLOGY; SHEAR STRESS; SLIP FORMING;

ADJACENT BUILDINGS; FRICTION DAMPER; NON-SLIP MODE; OPTIMAL PLACEMENT; OPTIMUM SLIP FORCE; SEISMIC RESPONSE; SLIP MODE;

PASSIVE SOLAR BUILDINGS;

DAMPING; SEISMIC ISOLATION; SEISMIC RESPONSE;

EID: 31444452867     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-005-5410-1     Document Type: Review

References (18)

1. Carolina, T. and Lopez, O.A. (2004) Effect of the position and number of dampers on the seismic response of frame structure. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper no: 1044.
2. Colajanni, P. and Papia, M. (1995) Seismic response of braced frames with and without friction dampers. Engineering Structures 17, 129-140.
3. Constantinou, M.C., Reinhorn, A.M., Mokha, A. and Watson, R. (1991) Displacement control device for base isolation of bridges. Earthquake Spectra 7, 179-200.
4. Li, C. and Reinhorn, A.M. (1995) Experimental and analytical investigation of seismic retrofit of structures with supplemental damping: part II-friction damping devices. Report No. NCEER-95-0009. National Center for Earthquake Engineering Research, State University of New York at Buffalo, USA.
5. Luco, J.E. and De Barros, F.C.P. (1998) Optimal damping between two adjacent elastic structures. Earthquake Engineering and Structural Dynamics 27, 649-659.
6. Mualla, I.H. and Belev, B. (2002) Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures 24, 365-371.
7. Ni, Y.Q., Ko, J.M. and Ying, Z.G. (2001) Random seismic response analysis of adjacent buildings coupled with non-linear hysteretic dampers. Journal of Sound and Vibration, 246, 403-417.
8. Pasquin, C., Leboeuf, N., Pall, R.N. and Pall, A. (2004) Friction dampers for seismic rehabilitation of Eaton's building, Montreal. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper no: 1949.
9. Qu, W.L., Chen, Z.H. and Xu, Y.L. (2001) Dynamic analysis of wind-excited truss tower with friction dampers. Computers and Structures 79, 2817-2831.
10. Reinhorn, A.M. and Valles, R.E. (1995) Damage evaluation in inelastic response of structures: a deterministic approach, report no. NCEER-95-xxxx, National Center for Earthquake Engineering Research, State University of New York at Buffalo, USA.
11. Vafai, A., Hamidi, M. and Ahmadi, G. (2001) Numerical modeling of MDOF structures with sliding supports using rigid-plastic link. Earthquake Engineering and Structural Dynamics 30, 27-42.
12. Westermo, B. (1989) The dynamics of inter-structural connection to prevent pounding. Earthquake Engineering and Structural Dynamics 18, 687-699.
13. Xu, Y.L., He, Q. and Ko, J.M. (1999) Dynamic response of damper-connected adjacent buildings under earthquake excitation. Engineering Structures 21, 135-148.
14. Yang, Y.B., Lee, T.Y. and Tsai, I.C. (1990) Response of multi-degree-of-freedom structures with sliding supports. Earthquake Engineering and Structural Dynamics 19, 739-752.
15. Zhang, W.S. and Xu, Y.L. (1999) Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers. Earthquake Engineering and Structural Dynamics 28, 1163-1185.
16. Zhang, W.S. and Xu, Y.L. (2000) Vibration analysis of two buildings linked by Maxwell Model-defined Fluid Dampers. Journal of Sound and Vibration 233, 775-796.
17. Zhu, H.P. and Iemura, H. (2000) A study of response control on the passive coupling element between two parallel structures. Structural Engineering and Mechanics 9, 383-396.
18. Zhu, H.P. and Xu, Y.L (2005) Optimum parameters of Maxwell model-defined dampers used to link adjacent structures. Journal of Sound and Vibration 279, 253-274.