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What is Flange Participation in Shear Wall Design about?

The document discusses the participation of flanges in determining the moment capacity of reinforced concrete shear walls. Current code provisions assume the effective flange width is 25% of the wall height, but experimental evidence indicates it may be larger. The document presents preliminary results from 3D finite element analysis of flanged shear walls to better evaluate the effective flange width under nonlinear loading. One wall specimen, DP1, was modeled and verified to validate the analysis procedur

Author

Rutik

Language

EN