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Only a few of these studies addressed the engineering behaviour of such members when subject to eccentric load.
Certain aspects of the behaviour of such members cannot be represented in an Eurocode-base prediction, due to the restricted scope of [1,2].
In the investigations comparisons of experimental load-axial shortening curves are made with the results of a postulated design analysis set up to examine the complete load-shortening behaviour of such members.
The FE models are validated against the experiments, and subsequently extended to investigate the general behaviour of such members when used as columns or other axially load bearing structures.
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Differential expression of such members in breast carcinomas may be associated with different clinical behaviours.
Despite this fact, only limited research on the shear behaviour of such structural members has been published.
However, there is still lack of information on the behaviour of such kind of members.
A convenient means with which to represent the structural behaviour of such a strengthened and anchored member then is via its load-deflection response.
The article looks into the behaviour of such suspension bridge under symmetrical and asymmetrical loads; it also presents analytical expressions for displacements, thrust forces and bending moments of such stiff suspension members.
The shear behaviour of circular members is, however, quite different from that of rectangular members.
The family is a major influence on the consumer behaviour of its members (Sharma, 2011).
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com