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Therefore, accounting for all the components of the lateral displacement, an analytical equation that can calculate the critical weight of a beam related to the lateral instability of the beam was derived.
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A typical example problem is used to compare the analytical equations that are derived with the analytical equations that are presented in the US Army Corps of Engineers USACEE) levee design manual.
This chapter discusses simple analytical equations that are based on lognormal assumptions.
This proposed model is based on new analytical equations that describe the DC behavior of the device, including thermal and trapping effects.
PASS is a set of simple analytical equations that allow assessing at different levels of analysis the egress system performance without simulating the evacuation process.
This paper provides a derivation of a series of closed-form "blanket theory" analytical equations that can be used to perform a levee underseepage analysis.
The analytical equations that govern the proposed circuits as well as the necessary conditions under different configurations are introduced to realize positive and negative impedances.
The post-fire mechanical properties are calculated using analytical equations that combine the properties of the fire-damaged (i.e. char) and undamaged regions of a composite.
Based on lateral logs responses, we derive analytical equations that contain connected fractured (and/or vuggy) porosity, non-connected vuggy porosity, matrix porosity and so on.
The analytical equations that are developed in the paper can be incorporated, in a straightforward manner, into a spreadsheet that is oriented towards the path curvature of a multi-degree-of-freedom linkage.
This method is based on some analytical equations that relate rain to the groundwater regime as modified by the trenches, and a simple sliding block model to evaluate the landslide displacements.
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CEO of Professional Science Editing for Scientists @ prosciediting.com