Sentence examples for models the slab from inspiring English sources

Simulations were performed from 12Z, July 25th to 00Z, July 27th with identical boundary conditions and model configurations for three different land surface models (the Slab, the Noah, and a modified version with photosynthesis module the Noah-GEM).

As examples we discuss the field line diffusion coefficient for different prominent turbulence models namely the slab model, the two-dimensional model, and the Goldreich Sridhar model.

In this article, the finite element method is used to model the slab using VecTor 2 software.

Based on a sandwich model, the slab element is subdivided into two cover elements and a core element.

The importance of adequately modeling the floor slab is highlighted and the often employed approach of using a grid of beams to model the slab system is shown to be impracticable for simulating collapse within the APM framework that involves the removal of column elements.

Based on a sandwich model, the slab element is subdivided into two cover elements and a core element, respectively; while the covers are subjected to in-plane forces only, the core has to resist to the transverse shear forces.

According to this model, the slab geometry is analogous to a table cloth draped over the corner of a table, producing a slab with too much material (pleats in the table cloth) to fit around the corner, developing compressive along-strike membrane strains or geometric buckling.

Two critical issues in the multi-scale modeling is first discussed: (i) modeling the slab spatial composite effect under bidirectional earthquake loading using efficient fiber beam column elements and (ii) key parameters of the concrete crack model for simulating the spatial shear behavior of the composite joint core.

Two finite element models of the slab were created using a finite element software package.

In the second model, the slabs are suspended from the beams using rollers such that the motion of the slab is only coupled to the floor immediately below it.

For this, the infinite-dimensional model of the slab is spatially discretized using finite differences.