Two-scale approach for the nonlinear dynamic analysis of RC structures with local non-prismatic parts

Engineering Structures

Volumn 30, Issue 12, 2008, Pages 3667-3680

  Mata, P ^a   Barbat, A H ^a   Oller, S ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Beam model; Composites; Multiscale problems; Nonlinear analysis; Precast structures

Indexed keywords

BUILDINGS; CONCRETE BUILDINGS; CONCRETES; CONTENT BASED RETRIEVAL; CONVERGENCE OF NUMERICAL METHODS; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; LINEAR STABILITY ANALYSIS; MODEL STRUCTURES; NONLINEAR ANALYSIS; PRECAST CONCRETE; PROBLEM SOLVING;

3D MODELS; ALTERNATIVE APPROACHES; BEAM MODEL; BEAM MODELS; COMPLEX GEOMETRIES; COMPOSITES; COMPUTATIONAL COSTS; EXISTING CODES; FRAMED STRUCTURES; GLOBAL CONVERGENCES; GLOBAL LEVELS; GLOBAL RESPONSES; GLOBAL SCALES; INTERNAL FORCES; LOCAL MODELS; LOCAL PARTS; LOCAL SCALES; MECHANICAL BEHAVIORS; MULTISCALE PROBLEMS; NEWTON-RAPHSON; NONLINEAR DYNAMIC ANALYSES; NONLINEAR DYNAMIC RESPONSES; NUMERICAL EXAMPLES; NUMERICAL TECHNIQUES; PRECAST CONCRETE STRUCTURES; PRECAST STRUCTURES; PRISMATIC ELEMENTS; PRISMATIC PARTS; RC BUILDINGS; RC STRUCTURES; REAL STRUCTURES; REDUCED MODELS; SEISMIC ZONES; TANGENTIAL STIFFNESSES;

THREE DIMENSIONAL;

COMPOSITE; CONCRETE STRUCTURE; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; KINEMATICS; NONLINEARITY; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMIC RESPONSE; STIFFNESS; THREE-DIMENSIONAL MODELING;

EID: 55949086110     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.06.011     Document Type: Article

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