Correlation between structural performance levels and damage indexes in steel frames subjected to earthquakes

Scientia Iranica

Volumn 16, Issue 2 A, 2009, Pages 147-155

  Arjomandi, K ^a   Estekanchi, H ^a   Vafai, A ^a  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

FEMA 356; Performance levels; Seismic assessment; Structural damage index

Indexed keywords

BUILDING CODES; EARTHQUAKES; MODAL ANALYSIS; POLYNOMIALS; STRUCTURAL ANALYSIS;

FEMA-356; PERFORMANCE LEVEL; PHYSICAL INTERPRETATION; POLYNOMIAL EQUATION; SEISMIC ASSESSMENT; STEEL MOMENT FRAMES; STRUCTURAL DAMAGES; STRUCTURAL PERFORMANCE;

DAMAGE DETECTION;

DEFORMATION; EARTHQUAKE DAMAGE; FATIGUE; PERFORMANCE ASSESSMENT; SEISMICITY; STANDARD (REGULATION); STEEL; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 67649135978     PISSN: 10263098     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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