Finite-element modeling of nonlinear behavior of masonry-infilled RC frames

Journal of Structural Engineering

Volumn 136, Issue 3, 2010, Pages 285-296

  Stavridis, Andreas ^a   Shing, P B ^a  

^a UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Earthquake performance; Earthquakes; Finite element method; Finite element method; Frames; Masonry; Reinforced concrete; Seismic assessment; Seismic effects; Shear failure; Shear failures

Indexed keywords

DISCRETE CRACKS; EXPERIMENTAL DATA; FAILURE MECHANISM; FINITE ELEMENT MODELING; HIGHLY NONLINEAR; INFILLED FRAME; MATERIAL PARAMETER; MIXED MODE FRACTURE; MODELING PARAMETERS; MORTAR JOINTS; NONLINEAR BEHAVIOR; NONLINEAR FINITE ELEMENT MODEL; NUMERICAL RESULTS; PARAMETRIC STUDY; RC FRAMES; RC MEMBER; SEISMIC ASSESSMENT; SEISMIC EFFECT; SEISMIC EFFECTS; SEISMIC PERFORMANCE; SHEAR FAILURE; STRUCTURAL ENGINEER;

CONCRETE BRIDGES; CONCRETE BUILDINGS; EARTHQUAKES; FAILURE ANALYSIS; FOUNDATIONS; FRACTURE; MASONRY MATERIALS; MODELS; REINFORCED CONCRETE; SEISMIC WAVES;

FINITE ELEMENT METHOD;

EID: 76949086922     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.116     Document Type: Article

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