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A design model was proposed to calculate the reinforcements of the transverse walls.
The cells derived from the other faces continue to divide mostly by forming transverse walls, but occasionally also in the longitudinal plane.
The body is divided into head, trunk, and tail by two transverse walls or membranes and possesses paired lateral fins and a tail fin.
This paper presents a theoretical and experimental analysis of socket base connections of precast concrete structures with regard to the behavior of transverse walls.
In particular, the details of the spin structure of vortex and transverse walls, and its dependence on the local geometry were obtained.
According to the structural assessment study, the prevailing problem of the building is the combination of the presence of very high walls, interrupted by transverse walls at a distance of approximately 80 m, and the complete lack of horizontal diaphragms.
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The outer diameter and transverse wall thickness were also analyzed quantitatively.
We present calculations of the different domain wall structures confined in magnetic nanotubes, such as transverse wall, asymmetric vortex wall, branch fashion wall, and horse-saddle wall.
The analysis provides conditions for neglecting axial and transverse wall conduction, and shows that an optimum wall conductivity always exists in heat exchangers with sufficiently thin walls.
In Model 1, stiffened flange is assumed rigid, i.e., transverse wall bending is neglected, whereas in Model 2 the flange plate flexibility is taken into account.
By the plastic method several alternatives for anchoring the wall are possible and they can also be combined in such a way that each of them take a portion of the uplifting force, e.g. through a simple tying down device, through the sheathing-to-framing joints and through anchoring of the shear wall to the transverse wall.
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