Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation

Engineering Structures

Volumn 26, Issue 14, 2004, Pages 2053-2067

  Kim, Sang Cheol ^a   White, Donald W ^a  

^a Georgia Institute of Technology   (United States)

Author keywords

Flexible diaphragms; Model calibration; Nonlinear time history analysis; Reinforced masonry; Simplified modeling

Indexed keywords

CONSTRUCTION INDUSTRY; DEGREES OF FREEDOM (MECHANICS); HYSTERESIS; SEISMOLOGY; STRENGTH OF MATERIALS; STRUCTURES (BUILT OBJECTS);

FLEXIBLE DIAPHRAGM; MASONRY BUILDINGS; NONLINEAR ANALYSIS;

MASONRY CONSTRUCTION;

CALIBRATION; EARTHQUAKE ENGINEERING; MASONRY; NUMERICAL MODEL; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 10244241843     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.06.008     Document Type: Article

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