Nonlocal damage formulation for a flexibility-based frame element

Journal of Structural Engineering

Volumn 135, Issue 10, 2009, Pages 1213-1221

  Valipour, Hamid R ^a   Foster, Stephen J ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Damage; Finite element method; Flexibility; Frames; Reinforced concrete

Indexed keywords

DAMAGE; DAMAGE MODEL; EXPERIMENTAL DATA; FINITE ELEMENT; FLEXIBILITY; FRAME ELEMENTS; FRAMED STRUCTURE; FRAMES; GLOBAL RESPONSE; GOOD CORRELATIONS; INELASTIC DEFORMATION; INTEGRATION POINTS; ITERATIVE ALGORITHM; MESH SIZE; NON-LOCAL DAMAGE; NONLOCAL; SOLUTION STRATEGY; UNLOADING PROCESS;

BUILDING MATERIALS; CONCRETE BUILDINGS; DEFORMATION; REINFORCED CONCRETE; SEISMIC DESIGN; UNLOADING;

FINITE ELEMENT METHOD;

EID: 70349349037     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000054     Document Type: Article

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