References
- Agarwal, S. K., & Kaushik, S. K. (1989). Investigation on solid timber columns. Journal of the Institution of Engineers, 70, 103–107.
- Bouras, F., Chaplain, M., & Nafa, Z. (2010, June). Experimental and modelling buckling of wood-based columns under repeated loading. ICEM 14 – 14th International Conference on Experimental Mechanics, Poitiers, EPJ Web of Conferences (Vol. 6, 7p).
- Broderick, B. M., Goggins, J. M., & Elghazouli, A. Y. (2005). Cyclic performance of steel and composite bracing members. Journal of Constructional Steel Research, 61, 493–514.10.1016/j.jcsr.2004.09.006
- Ceccotti, A. (1997). Structures en bois aux états limites, Les assemblages bois sous l’action sismique [Timber structures limit state. Assemblies wood under seismic action]. Eyrolles, VIII-2-1–VIII-2-11.
- Chaplain, M., Nafa, Z., & Guenfoud, M. (2009). Damage and fracture mechanics. In T. Boukharouba & G. Pluvinage (Eds.), Damage of glulam beams under cyclic torsion: Experiments and modeling (pp. 349–356). Springer.
- Chung, K., Chung, J., & Choi, S. (2007). Prediction of pre- and post-peak behavior of concrete-filled square steel tube columns under cyclic loads using fiber element method. Thin-Walled Structures, 45, 747–758.10.1016/j.tws.2007.06.003
- Fairker, J. E. (1964). A study of the strength of short and intermediate wood columns by experimental and analytical methods (Forest Product Lab. Rep FPL-028) (pp. 330–335).
- Gomes, A., & Appleton, J. M. (1997). Nonlinear cyclic stress–strain relationship of reinforcing bars including buckling. Engineering Structures, 19, 822–826.10.1016/S0141-0296(97)00166-1
- Yoshihara, H. (2010). Analysis of the elastic buckling of a plywood column. Materials and Structures, 43, 1075–1083.10.1617/s11527-009-9567-y
- Yoshihara, H., & Ohta, M. (1998). Prediction of the buckling stress of intermediate wooden columns using the secant modulus. Journal of Wood Science, 44, 69–72.10.1007/BF00521877