Gain-scheduled H∞ buckling control of a circular beam-column subject to time-varying axial loads
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
Online-Ressource
- Language
-
Englisch
- Bibliographic citation
-
In: Smart Materials and Structures, 27, (6), IOP, ISSN 0964-1726
- Event
-
Veröffentlichung
- (where)
-
Darmstadt
- (who)
-
Universitäts- und Landesbibliothek
- (when)
-
2021
- DOI
-
10.26083/tuprints-00017751
- URN
-
urn:nbn:de:tuda-tuprints-177512
- Rights
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
25.03.2025, 1:46 PM CET
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Schäffner, Maximilian Frederic
- Platz, Roland
- Universitäts- und Landesbibliothek
Time of origin
- 2021
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Quantification and evaluation of uncertainty in active buckling control of a beam-column subject to dynamic axial loads
Core thickness optimization of buckling‐endangered sandwich columns under compressive loads
Lateral torsional buckling of glulam beam-columns : axial compression and bending verification
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Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
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A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions
Linear Parameter-Varying (LPV) Buckling Control of an Imperfect Beam-Column Subject to Time-Varying Axial Loads
Quantification and evaluation of uncertainty in active buckling control of a beam-column subject to dynamic axial loads
Core thickness optimization of buckling‐endangered sandwich columns under compressive loads
Lateral torsional buckling of glulam beam-columns : axial compression and bending verification
The Behaviour of steel columns in fire : material - cross-sectional capacity - column buckling
Stress concentration factors in FRP-reinforced tubular DKT joints under axial loads
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