STRUCTURAL BEHAVIOR OF A NON-SYMMETRIC HYBRID BEAM-COLUMN

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non-linear seismic behavior of concrete beam - column connections

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The Behavior of Type of RC Column-to-Steel Beam Connections and Scrutiny Of Behavior Coefficients

(RCS) frames which are systems that dwell of concrete columns and steel beams , by optimizing the act of compressive strength of concrete and bending strength of steel due to not only a decrease in building weight in comparison to concrete structures but also having a better action in long spans frames . In this paper for analysis RCS behavior, a category of nonlinear Push Over analyses were ...

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ژورنال

عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)

سال: 2010

ISSN: 1881-8153,1340-4202

DOI: 10.3130/aijs.75.1935