Sentence examples for behaviours of these structures from inspiring English sources

The dynamic behaviours of these structures are numerically investigated, taking into account the rate-dependent effects.

There are difficulties associated with accurately modelling behaviours of these structures in both cohesive and cohesionless soils.

This underlines the importance of considering delamination growth when studying the structural stability behaviour of these structures.

To simulate the deformational behaviour of these structures often requires a high number of discretisation elements.

Several numerical examples are provided to illustrate the validity of this method and the mechanical behaviour of these structures.

The compressive behaviour of these structures is captured and microstructural defects are analysed using X-ray micro-tomography.

The developed analytical models could well predict the auxetic behaviour of these structures except at very low or high strains.

As such it provides an important reference for researchers to have a broad but succinct perception of the mechanical behaviour of these structures.

The buckling behaviour of these structures in bending is complex due to the coupling between cross-section ovalisation and local bifurcation buckling.

A summation of spring-mass systems is used in the modelling of damaged variable stiffness plate to analysis post impact behaviour of these structures.

Bird protection barriers on high speed train bridges may have an impact on the aerodynamic and aeroelastic behaviour of these structures.