Aghabarati, H., Seyed Razzaghi, M., Parhizkar, K. (2013). The Behavior of Type of RC Column-to-Steel Beam Connections
and Scrutiny Of Behavior Coefficients. Journal of Structural Engineering and Geo-Techniques, 3(1), 7-10.
Hassan Aghabarati; Mehran Seyed Razzaghi; Kavian Parhizkar. "The Behavior of Type of RC Column-to-Steel Beam Connections
and Scrutiny Of Behavior Coefficients". Journal of Structural Engineering and Geo-Techniques, 3, 1, 2013, 7-10.
Aghabarati, H., Seyed Razzaghi, M., Parhizkar, K. (2013). 'The Behavior of Type of RC Column-to-Steel Beam Connections
and Scrutiny Of Behavior Coefficients', Journal of Structural Engineering and Geo-Techniques, 3(1), pp. 7-10.
Aghabarati, H., Seyed Razzaghi, M., Parhizkar, K. The Behavior of Type of RC Column-to-Steel Beam Connections
and Scrutiny Of Behavior Coefficients. Journal of Structural Engineering and Geo-Techniques, 2013; 3(1): 7-10.
The Behavior of Type of RC Column-to-Steel Beam Connections
and Scrutiny Of Behavior Coefficients
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
Abstract
(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.
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