Experimental investigation of multihazard resistant bridge piers having concrete-filled steel tube under blast loading

Journal of Bridge Engineering

Volumn 13, Issue 6, 2008, Pages 586-594

  Fujikura, Shuichi ^a   Bruneau, Michel ^a   Lopez Garcia, Diego ^b  

^a State University of New York   (United States)

^b PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE   (Chile)

Author keywords

Blast loads; Blasting; Bridges, piers; Columns; Steel

Indexed keywords

BLAST ANALYSIS; BLAST LOADINGS; BLAST LOADS; BRIDGES, PIERS; CFST COLUMNS; COLUMNS; CONCRETE-FILLED STEEL TUBES; DUCTILE BEHAVIORS; EXPERIMENTAL INVESTIGATIONS; EXPERIMENTAL PROGRAMS; EXPERIMENTAL VALIDATIONS; MULTIHAZARD DESIGNS; PLASTIC BEHAVIORS; PROTOTYPE BRIDGES; SEISMIC; SEISMIC PERFORMANCES; SIMPLIFIED ANALYSES; SIMPLIFIED METHODS; SINGLE DEGREE OF FREEDOMS;

ABS RESINS; AERODYNAMIC LOADS; ARCH BRIDGES; BEAMS AND GIRDERS; BRIDGE PIERS; BRIDGES; COLUMNS (STRUCTURAL); DYNAMIC LOADS; EXPERIMENTS; EXPLOSIVES; METAL ANALYSIS; PIERS; SEISMOLOGY; STEEL; STEEL METALLOGRAPHY; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

BLAST RESISTANCE;

EID: 54249162971     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2008)13:6(586)     Document Type: Article

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