Details
Originalsprache | Englisch |
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Seiten | 1899-1907 |
Seitenumfang | 9 |
Publikationsstatus | Veröffentlicht - 2015 |
Veranstaltung | 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015 - Hersonissos, Crete, Griechenland Dauer: 25 Mai 2015 → 27 Mai 2015 |
Konferenz
Konferenz | 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015 |
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Land/Gebiet | Griechenland |
Ort | Hersonissos, Crete |
Zeitraum | 25 Mai 2015 → 27 Mai 2015 |
Abstract
The notions of nonlinearity tolerances in static and dynamic analyses are reviewed. A deficiency in conventional nonlinear dynamic analysis, also existing in the transient analysis commercial soft wares, is recognized. A simple approach to practically eliminate the deficiency is proposed, and its adequacy is demonstrated numerically.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Computer in den Geowissenschaften
- Mathematik (insg.)
- Computational Mathematics
- Erdkunde und Planetologie (insg.)
- Geotechnik und Ingenieurgeologie
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2015. 1899-1907 Beitrag in 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, Hersonissos, Crete, Griechenland.
Publikation: Konferenzbeitrag › Paper › Forschung › Peer-Review
}
TY - CONF
T1 - From the notions of nonlinearity tolerances towards a deficiency in commercial transient analysis softwares and its solution
AU - Soroushian, A.
AU - Wriggers, P.
AU - Farjoodi, J.
N1 - Copyright: Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2015
Y1 - 2015
N2 - The notions of nonlinearity tolerances in static and dynamic analyses are reviewed. A deficiency in conventional nonlinear dynamic analysis, also existing in the transient analysis commercial soft wares, is recognized. A simple approach to practically eliminate the deficiency is proposed, and its adequacy is demonstrated numerically.
AB - The notions of nonlinearity tolerances in static and dynamic analyses are reviewed. A deficiency in conventional nonlinear dynamic analysis, also existing in the transient analysis commercial soft wares, is recognized. A simple approach to practically eliminate the deficiency is proposed, and its adequacy is demonstrated numerically.
KW - Accuracy
KW - Dynamic
KW - Halt of analysis
KW - Nonlinear analysis
KW - Static
KW - Tolerance
UR - http://www.scopus.com/inward/record.url?scp=84942278757&partnerID=8YFLogxK
U2 - 10.7712/120115.3509.653
DO - 10.7712/120115.3509.653
M3 - Paper
AN - SCOPUS:84942278757
SP - 1899
EP - 1907
T2 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015
Y2 - 25 May 2015 through 27 May 2015
ER -