Sentence examples for analysis of the shallow from inspiring English sources

A linear analysis of the shallow water equations in spherical coordinates for the Turkel Zwas (T Z) explicit large time-step scheme is presented.

We present a multi-locus phylogenetic analysis of the shallow water (high intertidal) barnacle genus Chthamalus, focusing on member species in the western hemisphere.

According to GIS analysis of the distribution of shallow landslides formed in Ichinomiya during the July 2012 heavy rainfall event, landslide frequency is greatest at slope angles between 30 and 40° (Geographical Survey and Photography, Japan 2012).

In the current framework, the vibration analysis of the FG-CNTRC shallow shells with arbitrary boundary conditions can be conducted by a unified model, and the calculation core code derived from the MATLAB software does not need changing while the boundary conditions or geometric parameters change.

Table 1 displays the result of the hydrogeochemical analysis of shallow groundwater samples, and Table 2 is the descriptive statistics of the analyzed samples along with the Nigerian Industrial Standards (Ofili 2007).

Therefore, it is concluded that the proposed model is valid for the numerical analysis of nonlinear shallow water wave problems.

The Marguerre type dynamic equations used for the analysis of shallow shells, when treated by the Galerkin method, will result in a system of total differential equations in the time functions, known as Duffing and Mathieu equations, from which the various kinds of non-linear vibration and dynamic instability are determined by using numerical methods.

In this work, the transient dynamic analysis of elastic shallow shells under uniformly distributed pressure loads, using a dual reciprocity boundary element formulation, is presented.

This paper is devoted to the derivation and the analysis of vibrations of shallow spherical shell subjected to large amplitude transverse displacement.

In this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented.

The model is specifically designed for the analysis of shallow landslide hazard by combining a steady state hydrologic model with a deterministic infinite slope stability model.