The Behavior of Type of RC Column-to-Steel Beam Connections and Scrutiny Of Behavior Coefficients
الموضوعات :
Hassan Aghabarati
1
(
Department of Civil and Architectural Engineering, Qazvin Branch ,Islamic Azad University, Qazvin, Iran
)
Mehran 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
)
الکلمات المفتاحية: Hybrid RCS frame system, Composite structures, nonlinear Push Over analyses,
ملخص المقالة :
(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.
