Effects of multiple earthquakes on inelastic structural response

Engineering Structures

Volumn 56, Issue , 2013, Pages 673-681

  Di Sarno, L ^a  

^a UNIVERSITY OF SANNIO   (Italy)

Author keywords

Degrading systems; Ductility; Energy dissipation; Multiple earthquake; Reinforced concrete structures; Seismic response

Indexed keywords

ACCELERATION RESPONSE; ALTERNATIVE APPROACH; DEGRADING SYSTEM; EARTHQUAKE INTENSITY; ECONOMIC CONSIDERATIONS; PEAK GROUND ACCELERATION; PERFORMANCE CRITERION; REINFORCED CONCRETE FRAMES;

CONCRETES; DUCTILITY; ENERGY DISSIPATION; LOADING; REINFORCED CONCRETE; SAFETY FACTOR; SEISMIC DESIGN; SEISMIC RESPONSE;

EARTHQUAKES;

CONCRETE STRUCTURE; DEGRADATION; DUCTILITY; PEAK ACCELERATION; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMIC RESPONSE; SEISMOTECTONICS; STRUCTURAL RESPONSE; TOHOKU EARTHQUAKE 2011;

EID: 84880011442     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2013.05.041     Document Type: Article

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