Sentence examples for restraints are provided from inspiring English sources

In the present study, effective lateral restraints are provided to the test specimens in order to fully mobilize the web crippling resistances of the profiled deckings.

Reinforced concrete beams can resist applied vertical loads through the development of compressive arch action (CAA) when adequate horizontal restraints are provided at the ends.

In this paper, a comparison between numerical results and results obtained by both methods, for members with different configurations of lateral restraints, is provided.

For beams with bottom flange loading and unrestrained bottom flanges, there were very significant reductions in these ratios, but they increased when rigid web stiffeners or top flange torsional restraints were provided at the supports.

An example of the method is a measurement of shrinkage cracking on ring specimen where restraint is provided by inner steel ring.

It is shown that in flat slab structures the lateral restraint is provided by the slab itself and there is no need for restraining of the slab edges.

In general, the gusset plate specimens were failed by sway buckling of the connection since no out-of-plane restraint was provided from the bracing member.

Since this simplified model is derived from data of measured shrinkage where restraint is provided by end restraint, the model (Eq. (12)) could only be used to substitute Eq. (8.b) where rigidity of substrate concrete is far greater than that of repair material as in the case of thin repair overlay system.

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Furthermore, the lateral and torsional restraints should be provided along the depth of the beam at the location of the simply-supported condition.

In-depth information and education about the avoidance of physical restraints will be provided.