Improving the performance of an internal Column-beam Composite- Joint in Composite MR Frames


Abstract in English

In this research, we discussed an analytical study of the seismic behavior of an internal joint, and we improved the plastic response of the joint after observing the effect of the concrete encasement to the column’s steel section along the connection area.

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
Gerald Huber:" Nonlinear calculations of composite sections and semicontinuous joints "Doctoral Thesis, Verlag Ernst & Sohn, December1999

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