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2016 | OriginalPaper | Buchkapitel

A Computational Approach for the Seismic Sequences Induced Response of Cultural Heritage Structures Upgraded by Ties

verfasst von : Angelos Liolios, Antonia Moropoulou, Asterios Liolios, Krassimir Georgiev, Ivan Georgiev

Erschienen in: Innovative Approaches and Solutions in Advanced Intelligent Systems

Verlag: Springer International Publishing

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Abstract

The seismic upgrading of Cultural Heritage structures under multiple earthquakes excitation, using materials and methods in the context of Sustainable Construction, is computationally investigated from the Civil Engineering praxis point of view. A numerical approach is presented for the seismic response of Cultural Heritage industrial buildings of reinforced concrete (RC), which are seismically strengthened by using cable elements (tension-ties). A double discretization, in space by the Finite Element Method and in time by an incremental approach, is used for the system of the governing partial differential equations (PDE). The unilateral behaviour of the cable-elements, as well as the other non-linearities of the RC frame-elements, are strictly taken into account and result to inequality problem conditions. A non-convex linear complementarity problem is solved in each time-step by using optimization methods. The seismic assessment of the RC structure and the decision for the optimal cable-strengthening scheme are obtained on the basis of computed damage indices.

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Metadaten
Titel
A Computational Approach for the Seismic Sequences Induced Response of Cultural Heritage Structures Upgraded by Ties
verfasst von
Angelos Liolios
Antonia Moropoulou
Asterios Liolios
Krassimir Georgiev
Ivan Georgiev
Copyright-Jahr
2016
DOI
https://doi.org/10.1007/978-3-319-32207-0_4