Prediction of observed response of base-isolated structure

Journal of Structural Engineering

Volumn 122, Issue 5, 1996, Pages 485-492

  Makris, Nicos ^a,b   Deoskar, Himanshu S ^a,b  

^a University of Notre Dame   (United States)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BUILDINGS; CONSTRUCTION; EARTHQUAKE RESISTANCE; FORECASTING; HELICAL SPRINGS; MATHEMATICAL MODELS; MECHANICAL CONTROL EQUIPMENT; MODAL ANALYSIS; NUMERICAL METHODS;

BASE ISOLATED STRUCTURE; GENERALIZED DERIVATIVE CONSTITUTIVE MODELS; VISCOELASTIC FLUID DAMPERS;

DYNAMIC RESPONSE;

EID: 0030150016     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:5(485)     Document Type: Article

References (6)

1. Clough, R. W., and Penzien, J. P. (1993). Dynamics of structures, 2nd Ed., McGraw-Hill, New York, N.Y.
2. Huffmann, G. (1985). "Full base isolation for earthquake protection of by helical springs and viscodampers." Nuclear Engrg. and Des., 84, 331-338.
3. Makris, N. (1992). "Theoretical and experimental investigation of viscous dampers in applications of seismic and vibration isolation," PhD dissertation, State Univ. of New York at Buffalo, Amherst, N.Y.
4. Makris, N., and Constantinou, M. C. (1991). "Fractional-derivative Maxwell model for viscous dampers." J. Struct. Engrg., ASCE, 117(9), 2708-2724.
5. Makris, N., and Constantinou, M. C. (1992). "Spring-viscous damper system for combined seismic and vibration isolation." Earthquake Engrg. and Struct. Dyn., 21(8), 649-664.
6. Moehle, J. P. (1994). "Preliminary report on the seismological and engineering aspects of the January 17, 1994 Northridge earthquake." Rep. No. UCB/EERC-94/01, JAN 1994, Earthquake Engrg. Res. Ctr., Richmond, Calif.