Stability aspects of elastomeric isolators

Earthquake Spectra

Volumn 13, Issue 3, 1997, Pages 431-449

  Imbimbo, Maura ^a   Kelly, James M ^b  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; BUILDING; POLYMER; ROTATION; SEISMIC RETROFIT; STABILITY ANALYSIS; STRUCTURAL ANALYSIS;

APPROXIMATION THEORY; BEARINGS (STRUCTURAL); BUCKLING; DYNAMIC LOADS; STABILITY; STIFFNESS; STRUCTURAL ANALYSIS;

ELASTOMERIC ISOLATORS; SEISMIC ISOLATORS;

EARTHQUAKE RESISTANCE;

EID: 0031208141     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585956     Document Type: Article

References (7)

1. Haringx J.A., 1948-1949, On highly compressive helical springs and rubber rods and their applications to free mountings - Part I, II and III, Philips Research Reports.
2. nd ed., Springer-Verlag, London.
3. International Conference of Building Officials (ICBO), 1991, Earthquake regulations for seismicisolated structures, Uniform Building Code, Chapter 23.
4. Building Safety Board, 1989, An acceptable method for design and review of hospital buildings utilizing base isolation, State of California Office of Health, Planning, Safety and Development, Sacramento, Calif.
5. Tarics A.G., 1993, personal communication.
6. Imbimbo M., and Kelly J.M., 1997, Stability of isolators at large horizontal displacements, submitted for publication Earthquake Spectra.
7. Gent A.N., 1964, Elastic stability of rubber compression springs, Journal of Mechanical Engineering Science, 6(4): 318-326.