An unconditionally stable time-stepping procedure with algorithmic damping: A weighted integral approach using two general weight functions

Earthquake Engineering and Structural Dynamics

Volumn 28, Issue 11, 1999, Pages 1345-1360

  Golley, Bruce W ^a   Amer, Muhammad ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Algorithmic damping; Implicit method; Unconditional stability; Weighted integrals

Indexed keywords

ALGORITHMS; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EQUATIONS OF MOTION; INTEGRAL EQUATIONS; STIFFNESS MATRIX; VECTORS;

ALGORITHMIC DAMPING; STRUCTURAL DYNAMICS; UNCONDITIONAL STABILITY; WEIGHTED INTEGRAL;

DAMPING;

ALGORITHM; DYNAMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0033230836     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199911)28:11<1345::AID-EQE870>3.0.CO;2-O     Document Type: Article

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