Noniterative equivalent linear method for evaluation of existing structures

Journal of Structural Engineering

Volumn 134, Issue 11, 2008, Pages 1685-1695

  Lin, Yu Yuan ^a   Miranda, Eduardo ^b  

^a NATIONAL CHIAYI UNIVERSITY   (Taiwan)

^b Stanford University   (United States)

Author keywords

Displacement; Predictions; Rehabilitation; Seismic effect

Indexed keywords

APPROXIMATE METHODS; DISPLACEMENT; DUCTILITY RATIOS; EARTHQUAKE GROUND MOTIONS; EQUIVALENT LINEAR METHODS; EQUIVALENT LINEAR SYSTEMS; EQUIVALENT LINEARIZATIONS; EVALUATION OF EXISTING STRUCTURES; EXISTING STRUCTURES; INELASTIC DEFORMATIONS; INELASTIC DISPLACEMENTS; ITERATIVE PROCEDURES; LATERAL STRENGTHS; MAXIMUM INELASTIC DISPLACEMENT DEMANDS; NONITERATIVE; PREDICTIONS; REHABILITATION; SEISMIC EFFECT; STRENGTH RATIOS;

COLUMNS (STRUCTURAL); DAMPING; DUCTILITY; FORECASTING; LATTICE VIBRATIONS; LINEAR SYSTEMS; SEISMIC DESIGN; SEISMOLOGY; STRUCTURES (BUILT OBJECTS);

EQUIVALENCE CLASSES;

EID: 54249133036     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:11(1685)     Document Type: Article

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