مدلی ساده برای تحلیل تیر های پیوند عمیق با آرماتورگذاری قطری
Published in International Symposium on Algorithms and Computation • May 6, 2013
NobleIDNI3P93W28R04S59
Authors:,
Masoud Riazi
Mohammad Reza Esfahani
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....
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