Sentence examples for concrete techniques for from inspiring English sources
In order to scope the application range of the presented work, this section discusses the limitations of both the general procedure that has been proposed and the concrete techniques for stimulus-based measurement we demonstrated in the application to noise reduction subsystems of hearing instruments.
This is done for two concrete techniques in the chapter: model-based testing as a technique for the assurance of functional quality and model-based deployment as a technique for the assurance of real-time properties such as responsiveness, availability, and reliability.
Three dimensional stamped concrete is known as artificial rock which combines a stamped concrete technique with hand sculpting of the concrete.
The slabs comprised 4 specimens fabricated using SCC and 4 specimens using the dry cast concrete (DCC) technique for the sake of comparison and verification.
Attempt has been made to understand the sensitivity of parameters like variation in material properties, inaccuracies in placement of reinforcement, effect of confinement of concrete and modelling techniques for elements and plastic hinges.
Surface wave measurements have been widely used to develop non-destructive evaluation (NDE) techniques for concrete structures in civil engineering due to their useful features (Graff 1991).
El-Hacha et al. (2001) provided a general summary of the prestressed CFRP sheet application, including feasible prestressing techniques for concrete structures.
Two established techniques for monitoring concrete under loading are Acoustic Emission (AE) and strain gauges.
Near-surface mounted (NSM) fiber-reinforced polymer (FRP) reinforcement is one of the latest and most promising strengthening techniques for reinforced concrete (RC) structures.
Both the large-size range and small-size air void distributions were obtained with ultrasonic scattering techniques for hardened concrete specimens.
Current analysis techniques for reinforced concrete members are built around a moment curvature (M/χ) approach that is based on the assumption of full-interaction (FI), that is, the reinforcement does not slip relative to the concrete which encases it and, consequently, the widening of cracks and their effect on deflection cannot be simulated directly.
