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This extension allows significant improvement of predictions for this type of element.
In order to study the behaviour of this type of element fourteen experimental tests were performed.
The formulation for this type of element is developed for a multi-noded polygon consisting of up to five nodes however simplifies to a constant stress element for a triangle.
The I and helena elements are both LINE-like elements, leading us to wonder whether amplification/loss of copies could be a characteristic of this type of element.
The intact elements with multiple LTRs have not been reported often (Devos et al. 2002; Sabot and Schulman 2007; Tian et al. 2009), indicating that this type of element may be present in plants at very low frequency.
Similar(55)
The results showed that this type of elements can undergo large deflections before failure and is suitable for construction of horizontally spanning unit for one-way bending.
The damages observed in the external sacrificial shear keys as a result of the Maule earthquake of 2010 led to the revision of this type of elements.
Secondly, given that scaling laws for wind tunnel tests on porous structures are still missing, a scaling procedure for this type of elements is proposed.
Although being considered non-structural elements, during an earthquake this type of elements tends to interact with the reinforced concrete surrounding frames, which canresult in different types of in-plane damage, namely diagonal cracking, corner crushing, shear-friction failure which significantly reduce the out-of-plane performance of such type of elements.
This type of elements is more suitable for solving contact problems than tetrahedral ones [ 55].
These activities are typical of transposable elements, so the origin of Cas1 from this type of elements that are extremely common in prokaryotes appears likely.
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