Parametric Study on Behavior of Steel Beam to Reinforced Concrete Column Connections in Moment Frames

Author:

Naserifard Mohamadhosein,Vetr Mohamad Ghasem

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference14 articles.

1. Alizadeh, S., Nader, K., Attari, A., & Kazemi, M. T. (2013). The seismic performance of new detailing for RCS connections. Journal of Constructional Steel Research, Volume 91, December, 76–88.

2. Cheng, C. T., & Chen, C. C. (2005). Seismic behavior of steel beam and reinforced concrete column connections. Journal of Constructional Steel Research, 61, 587–606.

3. Kanno. R. (1993). Strength, deformation, and seismic resistance of joints between steel beams and reinforced concrete columns. Ph.D. dissertation, Ithaca, NY: Cornell University.

4. Basirat, A., Sajadi, S. M., & Beheshti, S. A. (2018). Emergency evacuation routing, at critical condition (earthquake), using analytical hierarchy process technique, and based on the actual weight of the sub-criteria related to the alternative. Journal of Civil Engineering and Materials Application, 2(2), 75–87.

5. Kim, K., & Noguchi, H. (1998). A study on the ultimate shear strength of connections with RC columns and steel beams. Journal of Structural and Construction Engineering, 507, 163–169. [in Japanese].

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