The Behavior of Type of RC Column-to-Steel Beam Connections and Scrutiny Of Behavior Coefficients
نوع مدرک
Textزبان مدرک
Englishچکیده
(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.
کلید واژگان
Hybrid RCS frame systemComposite structures
nonlinear Push Over analyses
شماره نشریه
1تاریخ نشر
2013-03-011391-12-11
ناشر
Civil Engineering & Construction Research Center (CCRC), QIAUسازمان پدید آورنده
Department of Civil and Architectural Engineering, Qazvin Branch ,Islamic Azad University, Qazvin, IranDepartment of Civil and Architectural Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran
student of Civil and Architectural Engineering, Islamic Azad University, Qazvin Branch, Iran
