Dimensional analysis of bilinear oscillators under pulse-type excitations

Journal of Engineering Mechanics

Volumn 130, Issue 9, 2004, Pages 1019-1031

  Makris, Nicos ^a   Black, Cameron J ^b  

^a UNIVERSITY OF PATRAS   (Greece)

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION; DEGREES OF FREEDOM (MECHANICS); FRICTION; STRENGTH OF MATERIALS;

BILINEAR OSCILLATORS; DIMENSIONAL ANALYSIS;

OSCILLATORS (ELECTRONIC);

DYNAMIC ANALYSIS;

EID: 4444340721     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:9(1006)     Document Type: Article

References (20)

1. American Association of State Highway and Transportation Officials (AASHTO). (1999). Guide specifications for seismic isolation design, Washington, D.C.
2. Barenblatt, G. I. (1996). Scaling, self-similarity, and intermediate asymptotics, Cambridge University Press, Cambridge, U.K.
3. Black, C. J., Makris, N., and Aiken, I. D. (2002). "Component testing, stability analysis and characterization of buckling restrained braces." Technical Rep. No. PEER 2002/08, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, Calif.
4. Chang, S. P., Makris, N., Whittaker, A. S., and Thompson, A. C. T. (2002). "Experimental and analytical studies on the performance of hybrid isolation systems." Earthquake Eng. Struct. Dyn., 31, 421-443.
5. DebChaudhury, A. (1985). "Periodic response of yielding oscillators." J. Eng. Mech., 111(8), 977-994.
6. Federal Emergency Management Agency (FEMA). (1997). NEHRP guidelines for the seismic rehabilitation of buildings, Washington, D.C.
7. Housner, G. W., and Hudson, D. E. (1959). Applied mechanics/dynamics, Van Nostrand, Princeton, N.J.
8. International Conference of Building Officials (ICBO). (2000). Seismic design of buildings and bridges, Engineering Press, Austin, Tex.
9. Iwan, W. D., and Gates, N. C. (1979). "Estimating earthquake response of simple hysteretic structures." J. Eng. Mech. Div., 105(3), 391-405.
10. Kelly, M. J. (1997). Earthquake-resistant design with rubber, Springer, New York.
11. Langhaar, H. L. (1951). Dimensional analysis and theory of models, Wiley, New York.
12. Makris, N., and Black, C. J. (2004a). "Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations." J. Eng. Mech., 130(9), 1006-1018.
13. Makris, N., and Black, C. J. (2004b). "Evaluation of peak ground velocity as a "good" intensity measure for near-source ground motions." J. Eng. Mech., 130(9), 1032-1044.
14. Makris, N., and Chang, S. (2000). "Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures." Earthquake Eng. Struct. Dyn., 29, 85-107.
15. Miranda, E., and Ruiz-Garcia, J. (2002). "Evaluation of approximate methods to estimate maximum inelastic displacement demands." Earthquake Eng. Struct. Dyn. 31(3), 539-560.
16. Mohka, A., Constantinou, M. C., and Reinhorn, A. M. (1998). "Teflon bearings in aseismic base isolation: Experimental studies and mathematical modeling." Technical Rep. NCEER 88-0038, SUNY, Buffalo, N.Y.
17. Schlichting, H. (1979). Boundary-layer theory, McGraw Hill, New York.
18. Skinner, R. I., Robinson, W. H., and McVerry, G. H. (1993). Seismic isolation, Wiley, Chichester, U.K.
19. Wen, Y.-K. (1975). "Approximate method for nonlinear random vibration." J. Eng. Mech. Div., 101(4), 389-401.
20. Wen, Y.-K. (1976). "Method for random vibration of hysteretic systems." J. Eng. Mech. Div., 102(2), 249-263.