1 |
Pall, A.S. and Marsh, C., 'Response of friction damped braced frames,' Journal of Structural Engineering, Vol.108, No.9, 1982, pp.1313-1323
|
2 |
Constantinou, M.C., Mokha, A. and Reinhorn A. M., 'Teflon bearings in base isolation. II: Modeling,' Journal of Structural Engineering, Vol.116, No.2, 1990, pp.455-474
DOI
|
3 |
Garcia, D.L. and Soong, T.T., 'Efficiency of a simple approach to damper allocation in MDOF structures,' Journal of Structures Control, Vol.9, No.1, 2002, pp.19-30
DOI
ScienceOn
|
4 |
Cho, C.G. and Kwon, M., 'Development and modeling of a frictional wall damper and its applications in reinforced concrete frame structures,' Earthquake Engineering Structures Dynamics, Vol. 33, 2004, No.821-838
DOI
ScienceOn
|
5 |
Kim, J. and Choi, H., 'Response modification factors of chevron-braced frames,' Engineering Structures, Vol.27, No.2, 2005, pp.285-300
DOI
ScienceOn
|
6 |
Moreschi, L.M. and Singh, M.P., 'Design of yielding metallic and friction dampers for optimal seismic performance,' Earthquake Engineering Structures Dynamics, Vol.32, 2003, pp.1291-1311
DOI
ScienceOn
|
7 |
Li, C. and Reinhorn, A.M., 'Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping: Part II - Friction Devices,' Technical Report NCEER-95-0009, State University of New York at Buffalo, Buffalo, NY, 1995
|
8 |
Grigorian, C.E., Yang, T.S. and Popov E.P., 'Slotted bolted connection energy dissipators,' Report of National Science Foundation, University of California, Berkeley, 1992
|
9 |
Mualla, I., Nielsen, L.O., Chouw, N., Belev, B., Liao, W.I., Loh, C.H. and Agrawal, A., 'Enhanced response through supplementary friction damper devices,' Balkema, Wave propagation, moving load and vibration reduction; Proceedings of the international workshop WAVE 2002, pp.121-128
|
10 |
Filiatrault, A. and Cherry, S., 'Seismic design spectra for friction-damped structures,' Journal of Structural Engineering, Vol.116, 1990, pp.1334-1355
DOI
|
11 |
Cherry, S. and Filiatrault, A., 'Seismic response control of buildings using friction dampers,' Earthquake Spectra, Vol.9, 1993, pp.447-466
DOI
ScienceOn
|
12 |
Shukla, A.K. and Datta, T.K., 'Optimal use of viscoelastic dampers in building frames for seismic force,' Journal of Structural Engineering, Vol. 125, No.4, 1999, pp.401-409
DOI
ScienceOn
|
13 |
Uniform Building Code, International Conference of Building Officials, Whittier, California, 1997
|
14 |
Chopra, A.K., Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall: Upper Saddle River, NJ, USA, 1995
|
15 |
Dyke, S.J., Spencer Jr., B.F., Sain, M.K. and Carlson, J.D., 'Modeling and control of magnetorheological dampers for seismic response reduction,' Smart Materials and Structures, Vol.5, 1996, pp.565-575
DOI
ScienceOn
|
16 |
Soong, T.T. and Chen, W.F., Active Structural Control: Theory and Practice, Longman Scientific & Technical, 1990
|