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- W2360440993 abstract "Through elastic calculating ten different moment modification factor and adopting different steel types of single frame model,it obtains the reinforcement of beams and columns.Using ANSYS finite element model to establish the framework,it makes a non-linear analysis of materials,takes the axial stress substituting into the standard formula for calculating the crack width,and gets the relation among the modification coefficient,crack width and bar types." @default.
- W2360440993 created "2016-06-24" @default.
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- W2360440993 date "2010-01-01" @default.
- W2360440993 modified "2023-09-23" @default.
- W2360440993 title "Study on the reasonable value of R.C.beam moment redistribution coefficient" @default.
- W2360440993 hasPublicationYear "2010" @default.
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