Stability analysis of substructure shake table testing using two families of model-based integration algorithms

In implementing a substructure shake table testing (SSTT), the complete structure is divided into the experimental and the analytical substructures, which are driven by shake table and numerically simulated in a computer, respectively. A number of unconditionally stable and explicit integration algo...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) Jg. 126; S. 105777
Hauptverfasser:	Fu, Bo, Kolay, Chinmoy, Ricles, James, Jiang, Huanjun, Wu, Tao
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Barking Elsevier Ltd 01.11.2019 Elsevier BV
Schlagworte:	Algorithms Computer applications Computer simulation Control theory Degrees of freedom Discrete control theory Dynamic condensation Energy dissipation Integration Integration algorithm Mathematical models Shake table tests Stability analysis Substructure shake table testing Substructures Transfer functions Substructure shake table testing Discrete control theory Dynamic condensation Integration algorithm Stability analysis
ISSN:	0267-7261, 1879-341X
Online-Zugang:	Volltext
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