Multiaxial behaviors of laminated rubber bearings and their modeling. II: Modeling

Journal of Structural Engineering

Volumn 130, Issue 8, 2004, Pages 1133-1144

  Abe, Masato ^a   Yoshida, Junji ^b   Fujino, Yozo ^a  

^a UNIVERSITY OF TOKYO   (Japan)

^b UNIVERSITY OF YAMANASHI   (Japan)

Author keywords

Base isolation; Bearings; Elastomer; Elastoplasticity; Hysteresis models; Laminates; Rubber

Indexed keywords

BEARINGS (STRUCTURAL); ELASTOMERS; ELASTOPLASTICITY; ENERGY ABSORPTION; HARDENING; HYSTERESIS; KINEMATICS; LAMINATES; MATHEMATICAL MODELS; PARAMETER ESTIMATION; RUBBER; SHEAR DEFORMATION; STIFFNESS; YIELD STRESS;

BASE ISOLATION; HYSTERESIS MODELS; TRIAXIAL LOADING; TWO-DIMENSIONAL MODEL;

RUBBER PRODUCTS;

EID: 2342657221     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:8(1133)     Document Type: Article

References (13)

1. Chopra, A. K. (1995). Dynamics of the structures theory and application to earthquake engineering, Prentice-Hall, Upper Saddle River, N.J.
2. Constantinou, M. C., and Adname, M. A. (1987). "Dynamics of soilbase-isolated-structure systems." Report to National Science Foundation, State University of New York at Buffalo, Buffalo, N.Y.
3. Graesser, E. J., and Cozzarelli, F. A. (1989). "Multidimensional models of hysteretic material behavior for vibration analysis of shape memory energy absorbing devices." Technical Rep, NCEER-89-0018, State University of New York at Buffalo, Buffalo, N.Y.
4. Graesser, E. J., and Cozzarelli, F. A. (1991). "A multi-dimensional hysteretic model for energy absorbing devices." Technical Rep. NCEER-91-0006, State University of New York at Buffalo, Buffalo, N.Y.
5. Japan Road Association. (1998). Design specification for highway bridges Part V; Seismic design, Maruzen, Tokyo.
6. Nagarajaiah, S., Reinhorn, A. M, and Constantinou, M. C. (1991). "Nonlinear dynamic analysis of 3-D-base-isolated structures." J. Struct. Eng., 117(7), 2035-2054.
7. Ozdemir, H. (1973). "Nonlinear transient dynamic analysis of yielding structures." PhD dissertation, University of California, Berkeley, Berkeley, Calif.
8. Park, Y. J., Wen, Y. K., and Ang, A. H.-S. (1986). "Random vibration of hysteretic systems under bi-directional ground motions." Earthquake Eng. Struct. Dyn., 14, 543-557.
9. Press, H. W., Flannery, B. P., Teukolsky, S. A., and Vetterling, T. W. (1988). Numerical recipes in C, Cambridge University Press, London.
10. Shames, H. A., and Cozzarelli, F. A. (1987). Elastic and inelastic stress analysis, Taylor & Francis, Washington, D.C.
11. Simeonov, V. K., Sivaselvan, M. V., and Reinhorn, A. M. (2000). "Nonlinear analysis of structural frame systems by the state-space approach." Comput. Aided Civ. Infrastruct. Eng., 15, 76-89.
12. Sivaselvan, M. V., and Reinhorn, A. M. (2000). "Hysteretic models for deteriorating inelastic structures." J. Eng. Mech., 126(6), 633-640.
13. Wen, Y. K. (1976). "Method for random vibration of hysteretic systems." J. Eng. Mech. Div., 102(2), 249-263.