Parametric Study in raising ductility a Composite-Frame Joint
published by Aِl-Baath University
in 2017
in Structural Engineering
and research's language is
العربية
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Abstract in English
The Steel/RC composite Column-beam connection joint is
considered one of the most important subjects in framed
construction. Ductility has the most influence among other
factors that control the behavior of this joint, and the nonlinear
behavior of this joints when subjected to large and cyclic
loading is dominated by several parameters. These parameters
reflect the assembled components of the joint for every
component has a distinguished material and therefore specific
behavior under the loading corresponding to it.
References used
CEN. Eurocode3: "Design of steel structures. Part 1.8: Design of joints, prEN 1993-1-8, Final Draft December 2003". CEN; European Committee for Standardization: Brussels, Belgium, 2003
CEN. Eurocode4: "Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings, prEN 1994-1-1, 1September 2004". CEN; European Committee for Standardization: Brussels, Belgium, 2004
CEN. Eurocode8: "Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings, prEN 1998-1, Final Draft December 2003". European Committee for Standardization: Brussels, Belgium, 2003