Dynamic modal analysis and stability of cantilever shear buildings: Importance of moment equilibrium

Journal of Engineering Mechanics

Volumn 133, Issue 7, 2007, Pages 735-747

  Aristizabal Ochoa, J Dario ^a  

^a UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

Beam columns; Beams; Buckling; Dynamic analysis; Earthquake engineering; Natural frequency; Seismic analysis; Shear waves

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); DYNAMIC ANALYSIS; EARTHQUAKE RESISTANCE; MODAL ANALYSIS; NATURAL FREQUENCIES; SEISMIC RESPONSE; SHEAR WAVES;

BEAM COLUMNS; CANTILEVER SHEAR BUILDINGS; DYNAMIC MODAL ANALYSIS; EARTHQUAKE ENGINEERING;

BUILDINGS;

BEAMS AND GIRDERS; BUCKLING; BUILDINGS; COLUMNS (STRUCTURAL); DYNAMIC ANALYSIS; EARTHQUAKE RESISTANCE; MODAL ANALYSIS; NATURAL FREQUENCIES; SEISMIC RESPONSE; SHEAR WAVES;

BUCKLING; BUILDING; COLUMN; DYNAMIC ANALYSIS; S-WAVE; SEISMIC RESPONSE; STABILITY ANALYSIS; VIBRATION;

EID: 34347262131     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2007)133:7(735)     Document Type: Article

References (10)

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