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- W2353959158 abstract "By considering the contribution of rebar in the slab to the negative moment capacity of the beam within the scope of effective flange width to design the longitudinal reinforcement,the cooperation performance between slabs and beams was studied.Elastic-plastic finite element model was set up by considering the contribution of the slab to the stiffness and bearing capacity of the beam.In this model,fiber beam model was used to simulate the beam and column,and multi-layer shell was used to simulate the slab.The main factors which affect the yield mechanism of the RC frame structure were studied too.Different examples of the analysis show that the slab has a significant impact on the bearing capacity of the beam and the equivalent relative linear stiffness ratio of beam to column has a significant impact on both the yield mechanism and the ability of anti-collapse." @default.
- W2353959158 created "2016-06-24" @default.
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- W2353959158 date "2011-01-01" @default.
- W2353959158 modified "2023-09-26" @default.
- W2353959158 title "Study on Design Method and Seismic Performance in Consideration of the Contribution of Rebar in Slabs to the Bearing Capacity of Beams" @default.
- W2353959158 hasPublicationYear "2011" @default.
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