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- W2352767120 abstract "This article analyzes the difference on the calculation of the crack width of the reinforced concrete flexural member between the code in 2002 and 2010,through example calculation on the crack width of the floor under different loads.Moreover,after summarizing the traits and regular pattern of the change by analyzing the datum,it is observed that the result using the new standard employing the permanent load combination to calculate the maximum value of crack width is less than that calculated with the old standard.In addition,the changing regularity of the value of the calculation on the crack width is almost similar to the range ability of bending moments,and the influence of the reinforcement stress for range ability of the crack width decreases gradually as the ratio of formula Mq/Mk increases." @default.
- W2352767120 created "2016-06-24" @default.
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- W2352767120 date "2012-01-01" @default.
- W2352767120 modified "2023-09-23" @default.
- W2352767120 title "Contrast Analysis of New and Old Code for Cracks Control of Steel Concrete Member" @default.
- W2352767120 hasPublicationYear "2012" @default.
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