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

Journal of Structural Engineering and Geo-Techniques

مقاله 2، دوره 3، شماره 3، خرداد 2013، صفحه 7-10

نویسندگان

Hassan Aghabarati¹؛ Mehran S. Razzaghi Seyed Razzaghi²؛ Kavian Parhizkar³

¹Department of Civil and Architectural Engineering, Qazvin Branch ,Islamic Azad University, Qazvin, Iran

²Department of Civil and Architectural Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran

³student of Civil and Architectural Engineering, Islamic Azad University, Qazvin Branch, Iran

چکیده

(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 achieved on typical low to mid-rise RCS buildings. 1,2,3,4 and 5 span frames with span length of 6 meters in 1 to 5 stories were elected for this project.

The systems were controlled by using FEMA-273 and ATC-40 codes.

کلیدواژه‌ها

Hybrid RCS frame system؛ Composite structures؛ nonlinear Push Over analyses