The behavior of bearings used for seismic isolation under shear and axial load

Earthquake Spectra

Volumn 15, Issue 2, 1999, Pages 199-224

  Mori, Atsushi ^a   Moss, Peter J ^b   Cooke, Nigel ^b   Carr, Athol J ^b  

^a Japan Engineering Consultants Co Ltd   (Japan)

^b UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

DISPLACEMENT; LOADING; SEISMIC ISOLATION; SHEAR STRESS;

BEARINGS (STRUCTURAL); DYNAMIC LOADS; PRESSURE DISTRIBUTION; ROTATION; SHEAR STRESS;

AXIAL LOADS; SEISMIC ISOLATION SYSTEMS; SHEAR LOADS;

EARTHQUAKE RESISTANCE;

EID: 0032595730     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1586038     Document Type: Article

References (22)

1. AASHTO, Standard Specifications for Highway Bridges, 1989, 14th Edition, Washington DC.
2. Australian Standard, 1523-1981, 1981, Elastomeric Bearings for Use in Structures.
3. British Standard Institution, 1983, BS5400: Steel, Concrete and Composite Bridges, Parts 9A and 9.
4. Built, S. M., 1982, Lead-Rubber Dissipators for Base Isolation of Bridge Structures, School of Engineering Report No. 289, University of Auckland, New Zealand.
5. Derham, C. J. and Thomas, A. G., 1981, The Design of Seismic Isolation Bearings: Control of Seismic Response of Piping Systems and Other Structures by Base Isolation, University of California Press, Berkeley, CA, 21-36.
6. Gent, A. N. 1963, Elastic stability of rubber compression springs, Journal of Mechanical Engineering Science, 6(4): 317-325.
7. Gent, A. E. and Meinecke, E. A., 1970, Compression, bending and shear of bonded rubber blocks, Polymer Engineering and Science, 10(1): 48-53.
8. Highways Directorate, Dept of Environment, Great Britain, 1976, Design Recommendations for Elastomeric Bridge Bearings, Technical Memorandum BE1/76.
9. Malaysian Rubber Producers' Research Association, 1979, Natural Rubber Engineering Data Sheet (EDS), Malaysian Rubber Research and Development Board Organisation, England.
10. Ministry of Works and Development, New Zealand, 1981a, Design of Lead-Rubber Bridge Bearings, Civil Engineering Division, CDP 818/A., Wellington, NZ.
11. Ministry of Works and Development, New Zealand, 1981b, Elastomeric Bridge Bearing Specification 81/12/22/2, Wellington, NZ.
12. Ministry of Construction, Japan, 1991, Guidelines for Design of Base-Isolated Highway Bridges, Tokyo (in Japanese).
13. Mod, A., 1993, Investigation of the Behavior of Seismic Isolation Systems for Bridges, Ph.D. Thesis, University of Canterbury, Christchurch, New Zealand.
14. Mori, A., Carr, A. J., Cooke, N., and Moss, P. J., 1996, The compression behavior of bearings used for seismic isolation, Engineering Structures, 18(5): 351-362
15. Mori, A., Moss, P. J., Carr, A. J., and Cooke, N., 1999, The behavior of bearings used for seismic isolation under rotation and axial load, Earthquake Spectra, 15, 225-244.
16. Rejcha, C., 1964. Design of elastomer bearings, PCI Journal, 9(5): 61-78.
17. Robinson, W. J., 1982, Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes, Earthquake Engineering and Structural Dynamics, 10, 593-604.
18. Roeder, C. W. and Stanton, J. F., 1981, Elastomeric bearings: state of the art, J. Struct. Eng. ASCE, 109(12): 2853-2871.
19. Roeder, C. W., Stanton, J. F., and Taylor, A. W., 1987, Performance of Elastomeric Bearings, NCHRP, Report 298, Washington, DC.
20. Stanton, J. F. and Roeder, C. W., 1982, Elastomeric Bearings, Design, Construction and Materials, NCHRP Report 248, Washington, DC.
21. Thomas, A. G., 1982, The Design of Laminated Bearings I Proceedings of the International Conference on Natural Rubber for Earthquake Protection of Buildings and Vibration Isolation, Malaysia, 229-246.
22. Tyler, R. G., 1987, Performance Criteria for Lead/Rubber Bearings for Base-Isolated Structures, Skellerup Polymer Products Ltd., Christchurch, New Zealand.