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

محورهای موضوعی : Structural Engineering

Hassan Aghabarati ¹ (Department of Civil and Architectural Engineering, Qazvin Branch ,Islamic Azad University, Qazvin, Iran)
Mehran S. Razzaghi Seyed Razzaghi ² (Department of Civil and Architectural Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran)
Kavian Parhizkar ³ (student of Civil and Architectural Engineering, Islamic Azad University, Qazvin Branch, Iran)

تاریخ دریافت : 1392/03/19 تاریخ پذیرش : 1392/05/29 تاریخ انتشار : 1392/07/08

کلید واژه: Hybrid RCS frame system, Composite structures, nonlinear Push Over analyses,

چکیده مقاله :

(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.