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The primary load-resistant elements in such framing are the structural panels built with uniformly spaced cold-formed steel studs and covered with structural sheathing.
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It was found that assuming flexible connections in such frames always leads to a reduction of their buckling load, which is proven to be significant in many characteristic cases.
Against this background, a novel seismic retrofit method based on the flexural weakening-shear strengthening (FWSS) technique was proposed by the authors' group to achieve the strong column-weak beam hierarchy in such frames.
Recently, the KKM theory is extended to abstract convex spaces by the author and we obtained new results in such frame; see [3] and the references therein.
In such frames, branches are abstract primitive entities and the relations between branches that correspond to the modal and temporal operators in OBTL are explicitly given as part of the definition of the model.
Specifying states in such frames substantiates the assumption about when we expect the user defined normal models to occur.
The laws of light propagation are the same in all frames related by Lorentz transformations, and the velocity of light is the same in all such frames.
With several regions, the conflicts are resolved successively in each such frame.
We prove that the squared chordal distance between the subspaces in such fusion frames meets the so-called simplex bound, and thereby establish connections between equi-distance tight fusion frames and optimal Grassmannian packings.
No so ciety can deal effectively and peaceably with its problems in such a frame of mind.
The high precision value of group velocity can be further used to plot the spatio-temporal intensity dynamics I t, T) in such reference frame, in which selected structures becomes immobile and thus directly visible and detectable.
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