The Review Of Strut And Tie Models Suggested For Exterior Beam
Column Connections
Author(s)
P.G. Bakir, H.M. Boduroglu
Abstract
The review of strut and tie models suggested for
exterior beam column connections
P.O. Bakir, H.M. Boduroglu
Department of Civil Engineering,
Istanbul Technical University, Turkey
Abstract
Strut and Tie Models are widely recommended today in the design of the so
called "D" regions as a practicable alternative to linear and nonlinear finite
element models. This paper reviews the strut and tie models suggested for
monotonically loaded exterior beam column connections in the literature, in the
order of the date of recommendation. The authors compare Paulay, Ortiz and
Vollum models in terms of their simplicity and ease of application, as well as
the theoretical consistency and reliability of the models in predicting the failure
loads (and shear strengths) and modes. Many parametric studies are carried out
on the models.
1 Introduction
Strut and Tie Modelling is a useful technique that is used mostly for regions
where the strain distribution is nonlinear. In a strut and tie m
Keywords
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