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- W2355898515 abstract "The objective of this article was to analyze the deflection for reinforced concrete Two-way slabs during serviceability states with test in situ,the method proposed in standard and the finite element method,the results showed that the deflection obtained by test in situ is 0.37 mm,obtained by the method proposed in standard is 0.57 mm and obtained by the finite element method is 0.22 mm,is less than the deflection obtained by test in situ. From these results it can be concluded that the method proposed in standard for calculating deflection of reinforced concrete two-way slabs is conservative than test in situ,but for the finite element method,it can reflect the real deflection of reinforced concrete two-way slabs,basically." @default.
- W2355898515 created "2016-06-24" @default.
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- W2355898515 date "2015-01-01" @default.
- W2355898515 modified "2023-09-25" @default.
- W2355898515 title "Research on the Deflection for Reinforced Concrete Two-Way Slabs during Serviceability States" @default.
- W2355898515 hasPublicationYear "2015" @default.
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