Effect of variation of normal force on seismic performance of resilient sliding isolation systems in highway bridges

Earthquake Engineering and Structural Dynamics

Volumn 34, Issue 15, 2005, Pages 1777-1797

  Iemura, Hirokazu ^a   Taghikhany, Touraj ^a   Takahashi, Yoshikazu ^a   Jain, Sarvesh K ^b  

^a KYOTO UNIVERSITY   (Japan)

^b MADHAV INSTITUTE OF TECHNOLOGY AND SCIENCE   (India)

Author keywords

Highway bridge; Rocking effect; RSI system; Seismic isolation; Shaking table test; Vertical acceleration

Indexed keywords

COMPUTER SIMULATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

ROCKING EFFECT; SEISMIC ISOLATION; SHAKING TABLE TEST; VERTICAL ACCELERATION;

HIGHWAY BRIDGES;

BRIDGE; EARTHQUAKE ENGINEERING; SEISMIC DESIGN; SHAKING TABLE TEST;

EID: 28444431979     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.505     Document Type: Article

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