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This study proposes a new and more reliable method for serviceability assessment of the vertical vibrations induced by multi-pedestrian walking traffic.
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A design method for the serviceability limit state is presented for steel girders subjected to patch loading.
When service stress limits were reached in SFRC slabs, crack widths were much smaller than common crack width limits, suggesting design for crack widths may be an appropriate method for addressing serviceability in SFRC slabs.
(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.
The nonlinear FEM was used to obtain the crack length of the foundation surface of the gravity dam, and the linear response surface method based on the orthogonal test design method was used to calculate the reliability, providing a reasonable and simple method for calculating the reliability of the serviceability limit state.
In order to examine whether the net tensile stress (Δf ps ) of the prestressing strands exceeds the limitation specified in design codes for serviceability check of the Class C PSC members, the proposed method do not require the cracked section analysis that involves very complex and time-consuming iterative calculations.
A simplified method for the design or verification of the reinforcement of columns of long jointless structures (usually referred to as integral structures) for serviceability conditions is proposed.
These considerations were needed for serviceability.
This would economise the material required for serviceability design.
The algorithm accounts for serviceability and strength constraints as specified in BS 5950 19900).
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