Sentence examples for behaviour of such panels from inspiring English sources
A numerical model of the hysteretic behaviour of such panels is necessary to study the system behaviour under various earthquake loading.
However, when applying bendable panels to surfaces with double curvature, methods to predict the geometric behaviour of such panels are needed.
Generally the screw connection between the board and CFS skeleton frame, which experience shear, dictates the behaviour and strength of such panels.
It is necessary to obtain the modal density of such panels to study their behaviour under acoustic excitation.
The post failure behaviour of sandwich panels loaded in in-plane compression is studied by considering the structural response of such panels with symmetrically located edge debonds.
We are the second generation of such panel.
Thus, our findings will aid to the understanding of the complex flow behaviour of such systems.
It has been found [7, 8, 9, 10, 11, 12, 13, 14] that the vibrational and sound transmission behaviours of such kinds of stiffened panel structures can be very difficult to predict by either conventional deterministic methods, such as finite element methods (FEM) and/or boundary element methods (BEM), or conventional statistical methods, such as statistical energy analysis (SEA).
Instability behaviour of curved panels have been examined considering the various parameters such as width of edge load, load direction control, damping, influence of fiber orientation and lay up sequence etc.
Comparing the behaviour of unstiffened panels with that of heavily stiffened panels shows that unstiffened panels provide a more ductile response while heavily stiffened panels have a wider yield area, which in turn results in higher energy dissipation.
