A total secant flexibility-based formulation for frame elements with physical and geometrical nonlinearities

Finite Elements in Analysis and Design

Volumn 46, Issue 3, 2010, Pages 288-297

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

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Flexibility; Frames; Nonlinearity; Nonlocal model; Reinforced concrete; Secant stiffness

Indexed keywords

CORRESPONDING SOLUTIONS; EQUILIBRIUM EQUATION; FRAME ELEMENTS; FRAMES; GEOMETRICAL NON-LINEARITY; INTEGRATION SCHEME; ITERATIVE SCHEMES; MATERIAL AND GEOMETRICAL NON-LINEARITY; NON-LINEARITY; NON-LOCAL DAMAGE; NONLOCAL MODELS; NUMERICAL EXAMPLE; PIECEWISE INTERPOLATION; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE FRAMES; SECANT STIFFNESS; SIMPSON; SOLUTION STRATEGY; TOTAL STRAIN;

CONCRETE BUILDINGS; CONCRETE PRODUCTS; REINFORCED CONCRETE; STIFFNESS;

BUILDING MATERIALS;

EID: 73149114158     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2009.11.002     Document Type: Article

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