Extended End Plate Long Bolted Joint Using Cold Formed Steel Hollow and Concrete Filled Column

Author:

SenthilPandian M.,Helen Santhi M.,Gopalan Baskar

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference36 articles.

1. Abidelah, A., Bouchaïr, A., & Kerdal, D. E. (2012). Experimental and analytical behavior of bolted end-plate connections with or without stiffeners. Journal of Constructional Steel Research, 76, 13–27.

2. Albertyn, H. L., Haas, T. N., & Dunaiski, P. E. (2014). Accounting for moment-rotation behaviour of connections in portal frames. Journal of the South African Institution of Civil Engineering, 56(1), 69–76.

3. Arul Jayachandran, S., Marimuthu, V., Prabha, P., Seetharaman, S., & Pandian, N. (2009). Investigations on the behaviour of semi-rigid endplate connections. Advanced Steel Construction, 5(4), 432–451.

4. Bahaari, M. R., & Sherbourne, A. N. (1996). 3D simulation of bolted connections to unstiffened columns—II. Extended endplate connections. Journal of Constructional Steel Research, 40(3), 189–223.

5. Bayan, A. A., Sariffuddin, S., Mohd Hanim, O., & Yusof, A. (2011). Finite element analysis of cold-formed steel connections. International Journal of Engineering, 5(2), 185–193.

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