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For managers and owners, the ability to predict and reassess the mechanical behaviour of such structures is a major challenge.
For this reason, a research programme was initiated at EPFL with the objective of contributing to the understanding of the seismic behaviour of such structures.
The proposed joint element was shown to accurately predict the mechanical behaviour of such structures and their components, especially the hysteresis behaviour.
As a result, analysis and prediction of the behaviour of such structures when subjected to high energy impacts is very complex.
In this paper, a theoretical model is proposed to predict the axi-symmetric crushing behaviour of such structures but with a partial infill.
While a lot of effort has been devoted to understanding flexural behaviour of such structures, up to now shear strength is an open issue.
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Motivated by the lack of information in the literature and the codes of practice about the seismic behaviour and design of such structures, this paper represents the first comprehensive study focusing on the seismic analysis of composite conical tanks.
The experimental results validated the VCCT as a tool for assessing the fracture behaviour and damage criticality of such structures.
In order to shed light upon the seismic behaviour (stiffness, strength, ductility, energy-dissipation) of such structures, a number of tests were performed upon two dimensional (3.0 m by 3.0 m) cast in situ sandwich squat concrete walls (with and without openings).
Forcing in the presence of such structures may give rise to complex and even chaotic behaviours, as we shall see in Sect.
Examples of such structures.
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behaviour of such components
behaviour of geotechnical structures
behaviour of faceted structures
behaviour of such films
behaviour of complex structures
behaviour of such mortars
behaviour of pliable structures
behaviour of such panels
behaviour of such protocols
behaviour of underground structures
behaviour of such plates
behaviour of composite structures
behaviour of such cracks
behaviour of cellular structures
behaviour of such surfaces
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