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New Model for Shear Strength in RC Connections by 喻泽成 is a document available to read on EtoBox.

What is New Model for Shear Strength in RC Connections about?

This article proposes a new empirical model to estimate the shear strength of reinforced concrete beam-column connections. The model considers four key parameters, including a new parameter related to bond conditions and the ability of beam bars to transfer shear into columns. The model is calibrated using a database of 171 experimental beam-column connection tests. Comparisons show the proposed model has superior performance to existing models in predicting shear strength.

Author

喻泽成

Language

EN