Effect of isolation pads and their stiffness on the dynamic characteristics of bridges

Engineering Structures

Volumn 28, Issue 9, 2006, Pages 1298-1306

  Dai, W ^a   Moroni, M O ^b   Roesset, J M ^c   Sarrazin, M ^b  

^a University of Chile ^*  (United States)

^b UNIVERSITY OF CHILE   (Chile)

^c TEXAS A AND M UNIVERSITY   (United States)

Author keywords

Base isolation; Continuous mass distribution; Frequency domain; Rubber pads; Transfer functions

Indexed keywords

ELASTIC MODULI; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; STIFFNESS; TRANSFER FUNCTIONS;

BASE ISOLATION; BASE-ISOLATED BRIDGE; CONTINUOUS MASS DISTRIBUTION; DYNAMIC CHARACTERISTICS; ISOLATION PADS; RUBBER PADS; STRUCTURAL MODEL;

BRIDGES;

BRIDGES; ELASTIC MODULI; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; STIFFNESS; TRANSFER FUNCTIONS;

BRIDGE; DYNAMIC RESPONSE; EARTHQUAKE DAMAGE; SHEAR MODULUS; STIFFNESS; TRANSFER FUNCTION;

EID: 33646463155     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.12.012     Document Type: Article

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