Influence of strain rate on the seismic response of RC structures

Engineering Structures

Volumn 35, Issue , 2012, Pages 29-36

  Asprone, Domenico ^a   Frascadore, Raffaele ^a   Di Ludovico, Marco ^a   Prota, Andrea ^a   Manfredi, Gaetano ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Moment curvature relationships; Seismic assessment; Seismic fragility curves; Seismic strain rate

Indexed keywords

BRITTLE FAILURES; CROSS SECTION; DUCTILE FAILURES; DYNAMIC PROPERTY; INDUCED STRAIN; LIMIT STATE; MATERIAL PROPERTY; MECHANICAL BEHAVIOR; MOMENT-CURVATURE RELATIONSHIP; QUASI-STATIC; RC FRAME STRUCTURES; RC STRUCTURE; REINFORCING STEELS; SEISMIC ASSESSMENT; SEISMIC EXCITATIONS; SEISMIC FRAGILITY; SEISMIC LOADINGS; SEISMIC STRAIN; STRAIN RATE SENSITIVITY; STRUCTURAL CAPACITIES; STRUCTURAL SYSTEMS;

BEHAVIORAL RESEARCH; DAMAGE DETECTION; MATERIALS PROPERTIES; REINFORCED CONCRETE; REINFORCEMENT; SEISMIC RESPONSE; SOIL STRUCTURE INTERACTIONS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES;

STRAIN RATE;

BRITTLE FAILURE; CONCRETE STRUCTURE; CURVATURE; DYNAMIC PROPERTY; FAILURE MECHANISM; REINFORCED CONCRETE; SEISMIC MOMENT; SEISMIC RESPONSE; STRAIN RATE;

EID: 84855424862     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.10.025     Document Type: Article

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