1 |
Ghafoori, E., Motavalli, M. (2015) Lateral-Torsional Buckling of Steel I-Beams Retrofitted by Boned and Un-bonded CFRP Laminates with Different Pre-stress Levels, Constr. Build. Mater. 76, pp.194-206.
DOI
|
2 |
Kambal, M.E.M., Jia, Y. (2018) Theoretical and Experimental Study on Flexural behavior of Prestressed Steel Plate Girders, J. Constr. Steel. Res., 142, pp.5-16.
DOI
|
3 |
Kim, S.B., Han, M.Y., Kim, M.Y., Kim, N.K., Ji, T.S. (2005) Anlysis and Design of Wale in Innovative Prestressed Support(IPS) System, J. Comput. Struct. Eng. Inst. Korea, 18(1), pp.79-91.
|
4 |
Park. S., Kim, T., Kim, K., Hong, S.-N. (2010) Fexural behavior of Steel I-Beam Prestressed with Externally Un-bonded Tendons, J. Constr. Steel. Res., 66, pp.125-132.
DOI
|
5 |
Ren, Y., Wang, Y., Wang, B., Bana, H., Song, J., Sue, G. (2018) Flexural behavior of Steel Deep Beams Prestressed with Externally Un-bonded Straight Multi-Tendons, Thin-Walled Struct., 131, pp.519-530.
DOI
|
6 |
Troitsky, M.S. (1990) Prestressed Steel Bridges: Theory and Design, Van Nostrand Reinhold, New York.
|
7 |
Belletti, B., Gasperi, A. (2010) Behavior of Prestressed Steel Beams, ASCE-J Struct. Eng., 136(9), pp.1131-1139.
DOI
|