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Design calculation methods under serviceability and bearing capacity limits were mainly discussed.
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This evidence makes the present models useful tools for the analysis and design of energy piles under serviceability conditions.
The importance of cracks, crack width and load carrying capacity of reinforced concrete member subjected to flexural load is so vital and is considered as a very important parameter under serviceability limit state design of concrete elements.
Corrosion performance of RC beam specimens with epoxy-coated reinforcing bars under in-service environments and external loads is experimentally investigated, where 14 kN static and fatigue loads (2.8 14 kN) were applied as well as 500,000 and 1,000,000 fatigue loading cycles were considered to simulate loading conditions of RC elements under serviceability state.
Two methods under consideration are a).
This study proposes a new and more reliable method for serviceability assessment of the vertical vibrations induced by multi-pedestrian walking traffic.
(6) The simplified method proposed in this study for estimating the net tensile stress tensile stress of the prestressing strands (Δf ps ) in the Class C PSC sections under the service loads provided conservative analysis results compared to those estimated through the nonlinear flexural analyses, and it is expected to be a useful alternative method for the serviceability design of the PSC members.
The simplified method proposed in this study for estimating the net tensile stress tensile stress of the prestressing strands (Δf ps ) in the Class C PSC sections under the service loads provided conservative analysis results compared to those estimated through the nonlinear flexural analyses, and it is expected to be a useful alternative method for the serviceability design of the PSC members.
Numbers and percentages of maxillofacial prostheses, their retention method, serviceability, reduced serviceability causes, and digital technologies (DT) used in constructing prostheses were analysed.
A design method for the serviceability limit state is presented for steel girders subjected to patch loading.
Impedance functions can be used to study the dynamic responses of a structure using the substructure method during the serviceability limit state design.
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