Sentence examples for serviceability short from inspiring English sources

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A widely accepted approach for quantifying the serviceability short term deflection of RC beams is to use some combination of the flexural rigidities of the uncracked (EIfi-uncr) and cracked (EIfi-cr) sections that are obtained from a full-interaction analysis of transformed sections; a full-interaction analysis implies that there is no slip between the reinforcement and concrete.

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From 1945 the King Arthur class regularly deputised for Bulleid's new Pacifics, which were experiencing poor serviceability due to mechanical failures.

In the elastic phase, the adhesive offers sufficient stiffness to provide continuity of stiffness over the joint, thus meeting the short- and long-term serviceability requirements for the structure.

And using the allowable shear stress at the peak maximum shear crack width of 0.4 and 1.0 mm to suggest the design formulas that can ensure serviceability (long-term loading) and reparability (short-term loading) for shear-critical HSRC beam members.

By setting the allowable shear stress at the peak maximum shear crack width of 0.4 and 1.0 mm, this study also derives design formulas that can ensure serviceability (long-term loading) and reparability (short-term loading) for shear-critical HSRC beam members.

This paper describes the serviceability requirements of plate reinforced beams with short shear spans.

Glass fiber reinforced polymer (GFRP) pultruded flexural members are generally analyzed for serviceability limit states using shear-deformable beam theories, considering their short-term full-section moduli.

For the shear strength design of an RC beam or column member, the Japanese design standard (AIJ 2010) considers the long-term and short-term loadings, respectively, to set the design criteria for specified performances, including the serviceability, reparability and safety.

Also, this behavior indicated that the overall serviceability of the PSC curved girders can be guaranteed in the service state.

Short-term live load factors for most floor uses were adjusted (sometimes significantly) to ensure that serviceability reliabilities exceed the minimum target level of 1.65.

The failure of ground improvements can either be short-term ultimate limit state failure (e.g. slip failure and tension cracks) or long-term serviceability limit state problems (e.g excessive differential settlement).

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