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مدلی ساده برای تحلیل تیر های پیوند عمیق با آرماتورگذاری قطری

Masoud Riazi; Mohammad Reza Esfahani

Volume 42, Issue 6 , December 2008, , Pages 723-737

https://doi.org/10.22059/jac.2013.7792

Abstract
  In this research, using the Modified Compression Field Theory (MCFT), a new truss based model is proposed to predict the behavior of reinforced concrete coupling beams with diagonal reinforcement. The model is able to consider the effects of shear and axial forces and bending moment, simultaneously. ...  Read More