Evaluation of Different Methods for Considering Bar-Concrete Interaction in Nonlinear Dynamic Analysis of RC Frames by Using Layer Section Theory

In this paper, the bond-slip effect has been applied to the numerical equations in the process of nonlinear dynamic analysis of reinforced concrete frames. The formulation is similar to that of the layer section theory, but the perfect bond assumption has been removed. The precision of the proposed...

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Veröffentlicht in:	Journal of Applied Sciences and Environmental Management 2011-06, Vol.15 (2), p.273-273
Hauptverfasser:	Hashemi, Seyed Shaker, Vaghefi, Mohammad
Format:	Artikel
Sprache:	eng
Schlagworte:	Bond-slip effect Calibration Dynamic analysis Methods Pull-out effect RC frames Reinforced concrete Seismic analysis
Online-Zugang:	Volltext
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