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Efficient dynamic formulation for co-rotational 2D beams
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).ORCID iD: 0000-0003-2104-382X
2011 (English)In: Proceedings of the 8th International Conference on Structural Dynamics Eurodyn 2011, 2011, 1976-1981 p.Conference paper, Published paper (Refereed)
Abstract [en]

2D beam element, Corotational method, Nonlinear dynamic analysis, Dynamics, Interpolation, Matrix algebra, Nonlinear analysis, Stiffness matrix, Structural dynamics, Beam elements, Co-rotational formulation, Cubic interpolation, Dynamic non-linear analysis, Finite-element approach, Local interpolation, Tangent stiffness matrix, Finite element method.

Place, publisher, year, edition, pages
2011. 1976-1981 p.
Keyword [en]
2D beam element, Corotational method, Nonlinear dynamic analysis, Dynamics, Interpolation, Matrix algebra, Nonlinear analysis, Stiffness matrix, Structural dynamics, Beam elements, Co-rotational formulation, Cubic interpolation, Dynamic non-linear analysis, Finite-element approach, Local interpolation, Tangent stiffness matrix, Finite element method
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-72463Scopus ID: 2-s2.0-84959905326ISBN: 9789076019314 (print)OAI: oai:DiVA.org:kth-72463DiVA: diva2:487620
Conference
EURODYN 2011, Eighth International Conference on Structural Dynamics. Leuven, Belgium. 4-6 July 2011
Note

QC 20120418

Available from: 2012-01-31 Created: 2012-01-31 Last updated: 2016-06-10Bibliographically approved

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Battini, Jean-Marc

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