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Investigating the Effect of Stiffener and Eccentricity in Columns on Behavior of Column-Base plate Connection, Using Finite Element Method

Journal Name:

  • Cumhuriyet Üniversitesi Fen Fakültesi Fen Bilimleri Dergisi

Publication Year:

  • 2015

Key Words:

Author Name
Abstract (2. Language): 
In this paper, the effect of stiffener and eccentricity in columns, were investigated on behavior of column connection. The behavior of base plates and box-shaped steel columns is investigated under the effect of static loads and by using finite element method. Height of the stiffener, effects of eccentricity in column in the behavior of base plate connection, and eccentricity in three directions were investigated. Also load in this part, exerts the end of the steel column as a shear force. Results indicated that by creation of eccentricity in the column, the final moment decreases. Also stiffeners tend the connection behavior to rigid state. Increasing the height of stiffeners, rigidity of the connection and the final moment increases noticeably and ductility of the connection intensely decreases.
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REFERENCES

References: 

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