Stability of elastomeric isolation bearings: Experimental study

Journal of Structural Engineering

Volumn 128, Issue 1, 2002, Pages 3-11

  Buckle, Ian ^a   Nagarajaiah, Satish ^b   Ferrell, Keith ^c  

^a University of Nevada   (United States)

^b Rice University   (United States)

^c U S DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

Axial loads; Critical loads; Experimentation; Seismic isolation; Shear strain; Stability

Indexed keywords

APPROXIMATION THEORY; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; ELASTOMERS; FINITE ELEMENT METHOD; SHEAR STRESS; STRUCTURAL ANALYSIS;

CRITICAL AXIAL LOAD; ELASTOMERIC ISOLATION BEARINGS; SHEAR STRAIN;

BEARINGS (STRUCTURAL);

EID: 0036162895     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:1(3)     Document Type: Article

References (9)

1. Properties of slender elastomeric isolation bearings during shake table studies of a large-scale model bridge deck
2. Stability of elastomeric seismic isolation systems
3. Experimental determination of critical loads of elastomeric isolators at high shear strain
4. On highly compressive helical springs and rubber rods and their applications for vibration-free mountings. I.
5. On highly compressive helical springs and rubber rods and their applications for vibration-free mountings. II.
6. On highly compressive helical springs and rubber rods and their applications for vibration-free mountings. III.
7. Effects of axial load on elastomeric bearings
8. Stability of elastomeric seismic isolation bearings