Sentence examples for design of post from inspiring English sources

Based on the proximity of thermal power plants to geologic reservoirs with potential for sequestering large volumes of CO2, a NGCC was selected as reference plant for a case study concerning the conceptual design of post and pre-combustion capture facilities.

It proposes a novel approach for the systematic design of post-transaction input error handling in a database application.

We also study the worst-case design of post-filters when the spectrum of noises are unknown.

One of the most important factors in the design of post-tensioned flexural members is to evaluate the stress incremental in unbonded tendons to which the sectional strain compatibility condition is not applicable.

For safe design of post-tensioned LWC beams, the effects of variables on the stress incremental in unbonded tendons must be studied under both simple and continuous support conditions.

This paper presents the preliminary results of a study into the structural behaviour and design of post-tensioned stone panels, intended as cladding for buildings.

Although multi-domain survivability is a major concern for operators, few studies have considered the design of post-fault restoration schemes.

A mechanical model is required in all cases for the detailing and design of post-strengthening measures and to characterize load transfer within the wall and, from this, to calculate stresses of masonry and FRP materials.

A computer program has been developed based on this formulation and successfully used in the design of post-tensioned concrete water tanks with diameters of 80 m built in Saudi Arabia.

The experimental analysis of reduced scale flat slab models under punching, subject to in-plane forces is described and the results are compared with the Eurocode 2 (2004) [1] provisions, the FIP Recommendations for the Design of Post-tensioned Slabs and Foundation Rafts (1998) [2] and ACI 318-08 (2008) [3], to evaluate their validity.

At the same time, the specific tests carried out to assess the suitability of the bolted connections, mainly those developed for the characterization of the friction coefficient used in design are of interest, so as the criteria adopted for the design of post-tensioning and shear connection systems used for anchoring the structure to the concrete core of Block 2.