Sentence examples for behaviour of structural elements from inspiring English sources

A mechanical behaviour of structural elements of the panels was modelled with the finite-element (FE) analysis, with through rupture considered as an in-service defect.

Some aspects of buckling behaviour of structural elements made of nonlinear materials with strain hardening, for which the stress strain law has no yield plateau (stainless steels, aluminium alloys and others) are discussed.

The results obtained show that plastic hinges modelled with empirical expressions can be used to more precisely model the behaviour of structural elements in ordinary buildings located in seismic areas, and to compare with the results offered by the models included in seismic building design codes.

This study analyses the mechanical behaviour under pseudo-dynamic loading of structural elements built in rammed earth and strengthened with polyester fabric strips.

Identification of the tensile constitutive behaviour of Fibre Reinforced Concrete (FRC) represents an important aspect of the design of structural elements using this material.

The modelling approach adopted allows an accurate characterisation of the behaviour of all structural elements, in terms of stress field and displacement distribution.

To improve the dynamic behaviour of some structural elements, a well-adapted setup must be developed.

Analytical modelling based on the load-deformation characteristics using simple calculations was performed in order to interpret the experimental results in a fast and simple way and to obtain more in-depth knowledge on the behaviour of the structural elements tested.

A substantial amount of fundamental research has been carried out in the past few years to investigate the stability behaviour of structural glass elements.

The distribution and orientation of fibres within the concrete matrix plays a major role in the mechanical behaviour of the structural element.

The obtained results indicated that neural network, trained on the database, could be used for predicting the seismic behaviour of framed-masonry structural elements, with limitation of inputs according to the statistical range of input data.