A new empirical model for shear strength of reinforced concrete beam-column connections

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A new empirical model for shear strength of reinforced concrete beam-column connections

A new empirical model to estimate the joint shear strength of both exterior and interior beam-column connections is proposed. In the model, four parameters that have the most influence on joint shear strength are considered. Among these four, a new parameter is introduced to consider the bond condit...

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Bibliographic Details
Main Authors:	Tran, T., Hadi, M., Pham, Thong
Format:	Journal Article
Published:	2014
Online Access:	http://hdl.handle.net/20.500.11937/28065

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