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Journal of Engineering Mechanics

Volumn 135, Issue 9, 2009, Pages 953-960

Effect of friction on unbonded elastomeric bearings

(2) Kelly, James M a Konstantinidis, Dimitrios a

a UNIVERSITY OF CALIFORNIA (United States)

Author keywords

Bridges; Earthquakes; Friction; Load bearing capacity; Seismic effects; Stiffness

Indexed keywords

BONDING REQUIREMENTS; DEVELOPING WORLD; ELASTOMERIC BEARING; ENDPLATES; FRICTIONAL RESISTANCE; HIGH COSTS; INTERNAL PRESSURE; ISOLATION BEARINGS; LOAD BEARING CAPACITY; PUBLIC BUILDINGS; SEISMIC EFFECTS; SEISMIC ISOLATOR; VERTICAL LOAD; VERTICAL STIFFNESS;

BRIDGE BEARINGS; COST BENEFIT ANALYSIS; DEVELOPING COUNTRIES; EARTHQUAKES; FRICTION; PUBLIC WORKS; STIFFNESS; TENSILE STRESS; THERMAL EXPANSION; TRIBOLOGY; VIBRATION CONTROL; WELDS;

BEARING CAPACITY;

BEARING CAPACITY; BRIDGE; EARTHQUAKE ENGINEERING; FRICTION; LOADING; SEISMIC DESIGN; STIFFNESS; TENSILE STRESS; THERMAL EXPANSION;

EID: 69249147463 PISSN: 07339399 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)EM.1943-7889.0000019 Document Type: Article

Times cited : (34)

References (6)

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2
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3
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4
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5
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- Konstantinidis, D., Kelly, J. M., and Makris, N. (2008). "Experimental investigation on the seismic response of bridge bearings." Technical Rep. No. EERC 2008-02, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
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6
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