Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads

Journal of Structural Engineering

Volumn 130, Issue 6, 2004, Pages 921-933

  Lu, Mu ^a   Schultz, Arturo E ^a   Stolarski, Henryk K ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

Author keywords

Buckling; Finite element method; Lateral loads; Masonry; Models; Stress strain relations; Tensile strength; Walls

Indexed keywords

LATERAL LOADS; MASONRY WALLS; NONLINEAR ANALYSIS; STRESS-STRAIN RELATIONS;

BUCKLING; DEFORMATION; FINITE ELEMENT METHOD; MASONRY MATERIALS; MATHEMATICAL MODELS; STRUCTURAL LOADS; TENSILE STRENGTH; TENSORS; VECTORS;

WALLS (STRUCTURAL PARTITIONS);

EID: 13944264266     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:6(921)     Document Type: Article

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