The phrase "analysis of slab" is correct and usable in written English.
It can be used in contexts related to construction, engineering, or materials science when discussing the examination or evaluation of a slab, such as a concrete slab.
Example: "The analysis of slab revealed several structural weaknesses that need to be addressed before proceeding with the project."
Alternatives: "examination of slab" or "evaluation of slab".
In this paper, a nonlinear finite element analysis of slab-beam-column connection in precast concrete structures is presented.
Yield-line elements are a new type of finite element formulated for the analysis of slabs in bending.
Khajehdehia and Panahshahib (2016) conclude that that presence of openings clearly changed the in-plane behavior of RC slabs compared to those of slabs without openings and that this oversimplification in design and analysis of slabs by ignoring the opening effects might lead to erroneous results, Song et al. (2012).
This is followed by detailed analysis of the slab failure for which purpose the slab was cut to eight pieces.
Structural design of mat foundations of buildings is often done by performing static analysis of a slab resting on vertical uncoupled Winkler springs.
Structural engineers commonly use the "equivalent frame method" with equivalent beams proposed by Jacob S. Grossman in practical engineering for the analysis of flat slab structures.
This test was taken in Chengdu outdoor environment and has a significant meaning of pinpointing the correlation between the environmental temperature and providing a statistical method for analysis of track slab's temperature load.
Exploiting the results of the parametric study, a simplified design method is developed, calling for conventional static analysis of a slab on Winkler supports, "simulating" the fault rupture by removing Winkler springs from equivalent area(s) of loss of support.
The application of the model is illustrated on a numerical example in which the transient 3D finite element analysis of RC slab is carried out to investigate the influence of damage of concrete on depassivation time of reinforcement.
(3) At present, due to the fact that there is no traffic or low traffic during the "window" period, the data for frequency distribution histogram should exclude the time zone from 00 00 to 06:00, or should be adjusted according to the real "window" time when we do the coupling fatigue analysis of track slab under train load and temperature gradient.
