Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters

Earthquake Engineering and Structural Dynamics

Volumn 38, Issue 3, 2009, Pages 331-354

  Marriott, Dion ^a   Pampanin, Stefano ^a   Palermo, Alessandro ^b  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

^b POLITECNICO DI MILANO   (Italy)

Author keywords

Bridge piers; Cyclic tests; Energy dissipation; External replaceable dissipaters; Pseudo dynamic; Unbonded post tensioning

Indexed keywords

BRIDGE PIERS; CYCLIC LOADS; DYNAMIC RESPONSE; EARTHQUAKES; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; ENGINEERING GEOLOGY; JOINTS (STRUCTURAL COMPONENTS); MAINTENANCE; PHILOSOPHICAL ASPECTS; SEISMIC DESIGN; TESTING;

CYCLIC TESTS; DESIGN PROCEDURE; DYNAMIC LOADINGS; EARTHQUAKE EVENTS; ECONOMIC LOSS; EXPERIMENTAL COMPARISON; EXPERIMENTAL VALIDATIONS; EXTERNAL REPLACEABLE DISSIPATERS; MILD STEEL; MODELLING TECHNIQUES; PERFORMANCE BASED SEISMIC DESIGN; PHYSICAL DAMAGES; POST TENSIONED; POST-TENSIONED BRIDGES; PSEUDO-DYNAMIC; PSEUDO-DYNAMIC TESTING; QUASI-STATIC; REPAIR COSTS; RESIDUAL DEFORMATION; SEISMIC EVENT; STRUCTURAL DAMAGES; STRUCTURAL SYSTEMS; UNBONDED POST-TENSIONING;

PIERS;

BRIDGE; CYCLIC LOADING; DEFORMATION MECHANISM; ENERGY DISSIPATION; LOADING TEST; MODEL VALIDATION; NUMERICAL MODEL; PIER; SEISMIC DESIGN; SEISMIC RESPONSE; STRUCTURAL RESPONSE; TENSION;

EID: 66149108835     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.857     Document Type: Article

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