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Structural System Identification of Shear Stiffnesses in Beams by Observability Techniques

 Structural System Identification of Shear Stiffnesses in Beams by Observability Techniques
Author(s): , , , ORCID
Presented at IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, published in , pp. S24-111
DOI: 10.2749/nantes.2018.s24-111
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Despite its importance in some structures, shear deformation is systematically neglected by most static structural system identification methods. To fill this gap, this paper analyzes, for the firs...
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Bibliographic Details

Author(s): (University of Castilla-La Mancha, Ciudad Real, Spain)
(Universitat Politècnica de Catalunya Barcelona-TECH, Barcelona, Spain)
(Universitat Politècnica de Catalunya Barcelona-TECH, Barcelona, Spain)
ORCID (Universitat Politècnica de Catalunya Barcelona-TECH, Barcelona, Spain)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Published in:
Page(s): S24-111 Total no. of pages: 8
Page(s): S24-111
Total no. of pages: 8
DOI: 10.2749/nantes.2018.s24-111
Abstract:

Despite its importance in some structures, shear deformation is systematically neglected by most static structural system identification methods. To fill this gap, this paper analyzes, for the first time in the literature, the effect of the shear deformation in the inverse analysis of structures. This study is focused on a parametric structural system identification method: the observability technique and it is applied on beams. As the majority of the methods, this technique is based on the Euler-Bernoulli beam theory. The method presented in the literature is unable to identify correctly the characteristics of a structure (such as flexural stiffness) when shear deformation is not negligible. In fact, in this method, the effects of shear deformation are close to those produced by measurement errors. To solve this problem, the observability procedure is updated according to the Timoshenko’s beam theory. This formulation uses an algebraic approach combining both a symbolical and a numerical application. Thus, the updated observability formulation is able to obtain not only flexural stiffness but also shear stiffness. Besides this, for the first time in the literature, a parametric equation of the estimates is obtained. Some examples are presented to illustrate the validity of the new formulation.

Keywords:
beams shear stiffness structural system identification observability