An energy-based damage model for seismic response of steel structures

Earthquake Engineering and Structural Dynamics

Volumn 36, Issue 8, 2007, Pages 1049-1064

  Benavent Climent, A ^a  

^a UNIVERSITY OF GRANADA   (Spain)

Author keywords

Steel structures; Structural damage characterization; Ultimate energy dissipation capacity

Indexed keywords

BENDING STRENGTH; COMPUTER PROGRAM LISTINGS; EARTHQUAKE EFFECTS; ENERGY DISSIPATION; LOAD TESTING; MATHEMATICAL MODELS; SEISMIC RESPONSE; SHEAR STRESS;

DYNAMIC REAL-TIME SHAKING TABLE TESTS; LOAD-DISPLACEMENT CURVE; LOW-CYCLE FATIGUE STATIC TESTS;

STEEL STRUCTURES;

BENDING; DISPLACEMENT; EARTHQUAKE DAMAGE; FATIGUE; FLEXURE; INDUCED SEISMICITY; SEISMIC RESPONSE; SHAKING TABLE TEST; SHEAR STRESS; STEEL STRUCTURE; STRUCTURAL COMPONENT;

EID: 34250718659     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.671     Document Type: Article

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