Sentence examples for member stability from inspiring English sources
Moreover, the overall member stability is also not considered during the classification procedure, which is an influential parameter in ultimate strength capacity.
The recently developed constrained Finite Strip Method (cFSM) provides a means to simplify thin-walled member stability solutions through its ability to identify and decompose mechanically meaningful stability behavior, notably the formal separation of local, distortional, and global deformation modes.
In the optimization formulation, the cost rise due to steel strength enhancement of shrunken segments is taken into account in the nominal weight of whole truss, and a series of requirements related to truss vertical stiffness, member strength, member stability, and truss stability are set as constraint functions.
Several studies have shown that Ro52 plays a dual role in regulating IRF family member stability [13], [26], [27], [29], [30].
Wiles, 30, who remembers the chaos after the Russian capital markets tanked 70% in 1998, is much more confident about the new EU members' stability.
Finally, the chapter addresses the main issues related to the stability of steel and steel-concrete composite plate girder and truss bridges such as buckling behavior of compression members, stability of thin-walled steel plate girders, lateral torsional buckling, and composite plate girder behavior.
These end-member stability fields suggest a range of about 400 500 °C antigorite + forsterite.
— People in relationships sometimes need different qualities from their partners, with one member perhaps seeking stability and the other excitement.
But he said several factors were cushioning it from a trans-Atlantic shock — not least the euro itself, which he said gives its 15 member states more stability in dealing with the crisis.
Once a structural member loses the stability and is out of shape, it must affect other structural members that connect to it.
From the practical point of view, the objective chosen is to minimise the weight of the structures under a set of particular constraints imposed by design code specifications on nodal displacement, member stress and stability.
