Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm

Earthquake Engineering and Structural Dynamics

Volumn 38, Issue 1, 2009, Pages 23-44

  Chen, Cheng ^a   Ricles, James M ^a   Marullo, Thomas M ^a   Mercan, Oya ^a  

^a Lehigh University   (United States)

Author keywords

Discrete transfer function; Explicit; Integration algorithm; Real time hybrid testing; Stability

Indexed keywords

ALGORITHMS; APPROXIMATION THEORY; CONTROL THEORY; CONVERGENCE OF NUMERICAL METHODS; HYBRID SYSTEMS; INTEGRATION; STRUCTURAL ANALYSIS; SYSTEM STABILITY; TESTING; TRANSFER FUNCTIONS;

COMPUTATIONALLY EFFICIENT; DISCRETE TRANSFER FUNCTION; DYNAMIC TESTING; EARTHQUAKE GROUND MOTIONS; ELASTOMERIC DAMPERS; EXPERIMENTAL TESTING; EXPLICIT; EXPLICIT INTEGRATIONS; EXTRAPOLATION PROCEDURES; HYBRID TESTS; HYDRAULIC ACTUATORS; IMPLICIT ALGORITHMS; INTEGRATION ALGORITHM; MULTI DEGREE OF FREEDOMS; NUMERICAL SIMULATIONS; NUMERICAL STABILITIES; REAL-TIME HYBRID TESTING; REAL-TIME TESTING; RESTORING FORCES; SINGLE DEGREE OF FREEDOMS; STRUCTURAL RESPONSE; STRUCTURAL SYSTEMS; TIME-STEP SIZES; UNCONDITIONALLY STABLES;

REAL TIME SYSTEMS;

ALGORITHM; NUMERICAL MODEL; SEISMIC RESPONSE; STRUCTURAL RESPONSE; TRANSFER FUNCTION;

EID: 61749097874     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.838     Document Type: Article

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