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The main sources of tensile force in a column element are lateral actions such as wind or earthquake loads.
The fundamental period of vibration is a crucial characteristic in assessing the dynamic performance of reinforced concrete (RC) buildings because it is not only directly related to the mass and stiffness of the structure, but also to the lateral actions applied, e.g. earthquakes and winds.
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I love using lateral action in my process, because I can stop at one stage of my process and then totally change to another path.
Although these frames help the structure to survive the lateral seismic actions, high uplifting/settling forces in the bracing columns may, sometimes, damage the structural integrity.
The aim of the present study is to develop some useful insights on nonlinear finite element method application for ultimate limit state assessment of steel stiffened-plate structures subject to combined biaxial compression and lateral pressure actions.
Methods for ultimate limit state assessment of ships and ship-shaped offshore structures: Part I unstiffened plates, Ocean Engineering, doi 10.1016/j.oceaneng.2007.08.004] that deals with unstiffened plates, the present paper (Part II) is focused on methods for the ultimate limit state assessment of stiffened plate structures under combined biaxial compression and lateral pressure actions.
In order to explain BVon improvement of DSBC structures, three-dimensional (3-D) device simulation is carried out to clarify the lateral BJT action and breakdown mechanism.
Lateral inhibitory action of Dll4/Notch signaling is essential for selection of tip cells (Eilken and Adams, 2010; Lohela et al., 2009; Phng and Gerhardt, 2009); however, it is unknown how stalk cells are specified and migrate from the parental vessels.
146 Orexin neurons also receive local projections from leptin receptor bearing neurons, providing a means for translating the state of leptin signaling to the orexin neurons, and leptin action in lateral hypothalamus increases orexin action and decreases food intake.
The conducted research reveals the behaviour of a concrete-steel tower subjected to vertical and lateral loads and actions taking into account the complexity of multiple factors including wind, temperature, ice and soil settlement.
A design equation was derived from predicted design curves to be used in the evaluation of the lateral pile group action.
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