High damping rubber model for energy dissipating devices

Journal of Earthquake Engineering

Volumn 11, Issue 2, 2007, Pages 231-256

  Mata, Pablo ^a   Boroschek, Ruben ^b   Barbat, Alex H ^a   Oller, Sergio ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

^b UNIVERSITY OF CHILE   (Chile)

Author keywords

Energy dissipation; Numerical model; Rubber

Indexed keywords

ENERGY DISSIPATING DEVICES; MECHANICAL RESPONSE; NUMERICAL MODEL; PASSIVE CONTROLLED STRUCTURES;

DAMPING; DYNAMIC RESPONSE; ENERGY DISSIPATION; MATHEMATICAL MODELS; PLASTICITY; SEISMIC DESIGN;

RUBBER;

EID: 34247631094     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460601123214     Document Type: Article

References (28)

1. AASHTO [1991] Guide Specifications for Base Isolation Design, A. Assoc. of State Hwy. and Transp. Officials, Washington, D.C.
2. Ahmadi, H. R. and Muhr, A. H. [1997] "Modelling dynamic properties of filled rubber," Plastics, Rubber and Composites Processing and Applications, 26(10), 451-461.
3. Asano, M., Masahiko, H., and Yamamoto, M. [2001] "The experimental study on viscoelastic material dampers and the formulation of analytical Model," Proceedings of the 12th World Conference on Earthquake Engineering, Paper no 1535.
4. Barbat, A. H. and Bozzo, L. M. [1997] "Seismic analysis of base isolated buildings," Archives of Computational Methods in Engineering, 4(2), 153-192.
5. Barbat, A. H., Oller, S. Oñate, E., and Hanganu, A. [1997] "Viscous Damage Model for Timoshenko Beam Structures," International Journal of Solids Structures, 34, 3953-3976.
6. Belytschko, T. Liu, W. K., and Moran, B. [2000] Nonlinear Finite Elements for Continua and Structures, John Wiley & Sons, Inc., New York.
7. Bixio, A. R., Dolce, M., Nigro, D., Ponzo, F. C., Braga, F. and Nicoletti, M. [2001] "Repeatable dynamic release tests on a base-isolated building" Journal of Earthquake Engineering, 5(3), 369-393.
8. Calvi, G. M. and Pavese, A. [1997] "Conceptual design of isolation systems for bridge structures" Journal of Earthquake Engineering 1(1), 193-218.
9. Chopra, A. [2000] Dynamics of Structures: Theory and Applications to Earthquake Engineering, 2nd ed., Prentice Hall, Inc. Upper Saddle River, New Jersey.
10. Dusi, A., Bettinali, F., Rebecchi, V., and Bonacina, G. [1999] "High damping laminated rubber bearings (HDLRBs): A simplified non linear model with exponential constitutive law. Model description and validation through experimental activities," ECCMR '99-First European Conference on Constitutive Models for Rubber. Vienna, Austria.
11. Kojima, H. and Yoshihide, Y. [1990] "Performance, durability of high damping rubber bearings for earthquake protection," Rubber World, 202(4).
12. Hwang, J. S. and Ku, S. W. [1997] "Analytical modelling of high damping rubber bearings," Journal of Structural Engineering, 123(8).
13. Kelly, J. [1988] Earthquake Resistant Design with Rubber, Department of Civil Engineering, University of Chile (Textbook).
14. Mata, P. and Boroschek, R., [2001] "Caracterización mecánica de goma de alto amortiguamiento para el desarrollo de disipadores de energía," 2° Congreso Iberoamericano de Ingeniería Sísmica, 10-16 Oct, Madrid, Spain.
15. Mata, P., Boroschek, R., and Barbat, A. H. [2004] "Analytical model for high damping elastomers applied to energy dissipating devices. Numerical study and experimental validation," Proceedings of the Third European Conference on Structural Control, 3ECSC, Vienna, Austria.
16. Moroni, M., Sarrazín, R., and Boroschek, R. [1988] "Experiments on a base isolated buildings in Santiago, Chile," Engineering Structures, 20(8), 720-725.
17. Naeim, F. and Kelly, J. [1999] "Design of Seismic Isolated Structures. From Theory to Practice," John Wiley & Sons, Inc., New York.
18. Ponce León, E., Vera, V., Moroni, O., Boroschek, R., and Sarrazín, M. [1997] "Desarrollo y Ensayo de Disipadores de Energía por Deformación de Material Viscoso," Séptimas Jornadas Chilenas de Sismología e Ingeniería Antisísmica y Primer Congreso Iberoamericano de Sismología, Noviembre, La Serena, Chile.
19. Salomón, O., Oller, S., and Barbat, A. [1999] "Modelo numérico de elastómeros multi-fase y su aplicación a estructuras con aislamiento sísmico," Monografía CIMNE IS-36, Technical University of Catalonia, UPC.
20. Salomon, O., Oller, S., and Barbat, A. H. [1999] "Finite element analysis of base isolated buildings subjected to earthquake loads," International Journal for Numerical Methods in Engineering, 46, 1741-1761.
21. SAP [2004] CSI Analysis Reference Manual for SAP2000, ETABS and SAFE, Computer and Structures Inc., Berkeley, California.
22. Sarrazín, M. Moroni, M., and Boroschek, R. [1993] "Experiments on a Base Isolated Confined Masonry Buildings," Proceedings ATC, 17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Vol. 1, San Francisco.
23. Sommer, J. G. [1989] "Effect of shape and other design factors on rubber behaviour," Rubber World, 201(3).
24. Soong, T. T. and Dargush, G. F. [1997] Passive Energy Dissipation System in Structural Engineering, John Wiley & Sons, Inc., New York.
25. Sues, R. H., Mau, S. T., and Wen, Y. K. [1988] "System identification of degrading hysteretic restoring forces," Journal of Engineering Mechanics 114(5).
26. Wen, Y. K. [1976] "Method for random vibration of hysteretic systems," Journal of the Engineering Mechanics Division. ASCE 102(2), 249-263.
27. Wilson, E. L. [1998] "Three dimensional static and dynamic analysis of structures, a physical approach with emphasis on earthquake engineering'' Computers and Structures, Inc. Berkeley, California.
28. Valles, R. E., Reinhorn, M., Kunnath, S. K., Li, C., and Madan, A. [1996] "IDARC-2D, A program for inelastic Damage Analysis of Buildings," Technical Report NCEER 96-00-10. National Center for Earthquake Engineering Research.