Sentence examples for behaviour of frame structures from inspiring English sources

This work investigates the use of an optimisation-based approach for the design of nonlinear purely viscous dampers, aimed at improving the seismic behaviour of frame structures.

Numerical examples of optimization of frame structures are presented.

It is well known that the inherent strength and stiffness of composite semi-rigid joints can improve the structural behaviour of steel frame structures.

Numerical example concerning calculation of frame structure is presented.

A numerical procedure based on the plastic hinge concept for study of the structural behaviour of steel framed structures exposed to fire is described.

It is found that the inherent strength and stiffness of composite joints can significantly improve the structural behaviour of steel framed structures under fire conditions.

The behaviour of frames has been studied with parameters, such as Partial infill system bare frames and different types of braced partial infilled frames.

An experimental programme designed to investigate the behaviour of frames at ultimate conditions was carried out.

As specimen geometry C-shaped frame segments where chosen which show the typical failure behaviour of frames with open cross section, such as local buckling and crippling.

It is shown that even though several equivalent strut models have been proposed since the 1950s, none can be considered as a suitable generic tool to represent the behaviour of all infill-frame structures.

In this paper an attempt is presented for the investigation of the influence of the exterior joint damage on the seismic behaviour of bare and infilled RC frame structures.