Journal of Engineering and Applied Sciences

Year: 2019
Volume: 14
Issue: 18
Page No. 6747 - 6752

Load Carrying Capacity of Timber Columns Strengthening by Steel Jacket

Authors : Ragheed Fatehi Makki, Salah Talib Nimnim and Ashraf Aamir Mohamed

References

Ahmad, Y., 2010. Bending behavior of timber beams strengthened using fiber reinforced polymer bars and plates. Ph.D Thesis, Universiti Teknologi Malaysia, Johor Bahru, Malaysia.

Areemit, N., N. Faeksin, P. Niyom and P. Phonsak, 2013. Strengthening of deficient RC columns by steel angles and battens under axial load. Proceedings of the 13th International Conference on East Asia-Pacific Structural Engineering and Construction (EASEC-13), September 11-13, 2013, Hokkaido University, Sapporo, Hokkaido, Japan, pp: I-7.

Cai, Y.J., W. Zhang and W.P. Zhang, 2012. Experimental study on eccentric compression behavior of timber columns with longitudinal cracks strengthened by CFRP sheets. J. Adv. Mater. Res., 446: 3132-3136.
Direct Link  |  

Chang, W.S., 2015. Repair and reinforcement of timber columns and shear walls-A review. Constr. Build. Mater., 97: 14-24.
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Dolan, C.W., T.L. Galloway and A. Tsunemori, 1997. Prestressed glued-laminated timber beam-Pilot study. J. Compos. Constr., 1: 10-16.
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Gonzalez-Bravo, C., J. Claver, R. Alvarez and R. Domingo, 2012. Improvement of the mechanical properties of formed steel cross section profile for timber upgrading. Adv. Mater. Res., 498: 139-144.
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Pinto, L., 2008. Inventory of repair and strengthening methods timber. Master Thesis, Polytechnic University of Catalonia, Barcelona, Spain.

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