Cyclic tests on large-scale models of existing bridge piers with rectangular hollow cross-section

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 13, 2003, Pages 1995-2012

  Pinto, A V ^a   Molina, J ^a   Tsionis, G ^a  

^a JOINT RESEARCH CENTRE   (Italy)

Author keywords

Bar cut off; Existing bridge piers; Fibre model; Lap splices; Rectangular hollow cross section; Tension shift

Indexed keywords

CYCLIC LOADS; HIGHWAY BRIDGES; LARGE SCALE SYSTEMS; REINFORCED CONCRETE; SEISMOLOGY;

HYSTERETIC BEHAVIOR;

BRIDGE PIERS;

BRIDGE; EARTHQUAKE RESPONSE; PIER; SEISMIC RESPONSE;

BRIDGE; CYCLIC LOADING; EARTHQUAKE ENGINEERING; MODEL TEST; SEISMIC RESPONSE;

EID: 0242318280     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.311     Document Type: Article

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