Sentence examples for concrete optimization from inspiring English sources

The results show that the proposed algorithms dramatically reduce the running time and iterations needed to find optimal solutions to the concrete optimization problems compared with the previous algorithms.

The necessary optimality conditions given in Corollaries 6-8 show how important it is to take into account the specific character of the concrete optimization problem (1 - 3).

Our main aim is to provide practitioners of MOEAs with a simple but effective method of deciding which MSP option is better given the particularities of the concrete optimization process.

The task of control theory is to study the mathematical quantification of these two basic problems and then to deduce applied mathematical methods whereby a concrete answer to optimization can be obtained.

We have illustrated the strength of this existence result with concrete examples of optimization problems.

In general, the developed model can be used as an analysis tool to guide the mix design of asphalt concrete for thermal optimization.

To formulate the self-compacting concrete mix design optimization problem based on experimental data, forty-two different mix designs of self-compacting concrete are presented and three cylinder specimens are made and tested for each of them.

This work has been done to get a better understanding of the observations made in previous studies in the context of foam concrete and its optimization, using cocamidopropyl betaine as foaming agent.

It was found that (1) the modeling module can generate rather accurate models for compressive strength and slump for concrete, (2) the optimization module can generate the lowest cost mixtures for wide range of required strength and slump and their combinations, and (3) the dependence of required strength and slump on the design parameters (component contents) meets expectations.

This paper discusses the application of Object-oriented programming (OOP) to the optimization of concrete slabs.

Open image in new window Fig. 12 Optimization of concrete composition for top layer to approach the "ideal" inert skeleton (dotted curve).