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A frame element is seen to possess the properties and capabilities of both truss and beam elements.
A single failure mode interaction plastic hinge (an "FMI hinge") for each masonry frame element is introduced by combining specific failure modes, taking into account their minimum envelope.
The amount of energy dissipation in each frame element is considered as an index in the evaluation of performance and structural damage.
Since the list of all ominous substrings associated with a single smallest frame element is obtained by a linear scan for all possible right endpoints f, the time to build the blacklist is O(n).
Similar(56)
In the SAP2000 model, an elastic three dimensional (3D) frame element was adopted for modeling the piles.
In the SAP2000 model, an elastic three-dimensional (3D) frame element was adopted for modeling the steel piles.
In these parts, the stresses and strains were derived from three points at the top, middle, and bottom corners of the section by which cyclic energy dissipation in each frame element was calculated.
In the mapped image below, the relationship between the frame evoking words and their frame elements is shown in more detail, using the same sentence.
The Description of the buildings and frame elements is shown in Table 4.
Open image in new window The same model of previous frame elements is considered.
Maximum value of the Park-Ang damage index in frame elements is presented in Table 7.
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Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.

Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com