References
- ABAQUS User’s Manual. 2015. Version 6.12, SIMULIA, Dassault Systèmes Simulia Corp.
- Anshari, B., Z. W. Guan, A. Kitamori, K. Jung, and K. Komatsu. 2012. Structural behaviour of glued laminated timber beams pre-stressed by compressed wood. Construction and Building Materials 29:24–32. doi:https://doi.org/10.1016/j.conbuildmat.2011.10.002.
- Anshari, B., Z. W. Guan, and Q. Y. Wang. 2017. Modelling of Glulam beams pre-stressed by compressed wood. Composite Structures 165:160–70. doi:https://doi.org/10.1016/j.compstruct.2017.01.028.
- Dietsch, P., and T. Tannert. 2015. Assessing the integrity of glued-laminated timber elements. Construction and Building Materials 101:1259–70. doi:https://doi.org/10.1016/j.conbuildmat.2015.06.064.
- Fossetti, M., G. Minafò, and M. Papia. 2015. Flexural behaviour of glulam timber beams reinforced with FRP cords. Construction and Building Materials 95:54–64. doi:https://doi.org/10.1016/j.conbuildmat.2015.07.116.
- Haiman, M., K. Pavković, and B. Baljkas. 2010. Application of Glulam Beam Girders With External Pre-Stressing, WTCE, World Conference on Timber Engineering.
- Hassan, O. A. B. 2019. On the structural stability of timber members to Eurocode. Mechanics Based Design of Structures and Machines 47 (5):647–57. doi:https://doi.org/10.1080/15397734.2019.1633344.
- Honarmandi, P., J. W. Zu, and K. Behdinan. 2005. Elasto-plastic fatigue life improvement of bolted joints and introducing fbi method. Mechanics Based Design of Structures and Machines 33 (3-4):311–30. doi:https://doi.org/10.1080/15367730500374381.
- Hurd, M. K. 2005. Formwork for concrete. Vol. 1. 7 ed. United States of America, USA: Michigan American Concrete Institute.
- Karke, S. M., and M. B. Kumathekar. 2014. Comparison of the use of Traditional and Modern Formwork Systems. In Civil Engineering Systems and Sustainable Innovations,. ed. G.C. Mishra, 348–51. New Delhi, India: Excellent Publishing House.
- Naik, M. B., and H. A. Rathod. 2015. A Review on Innovating Formwork Systems. International Journal of Advanced Research in Engineering Science & Management 1 (6):8.
- Nemati, K. M. 2007. Temporary structures: Formwork for concrete, in construction management. 36. University of Washington: USA.
- Poon, C. S., and R. Yip. 2005. Comparison of the Use of Traditional and Low Waste Formwork Systems in Hong Kong. The 2005 World Sustainable Building Conference, Tokyo, SB05, 2741–2748.
- Raftery, G. M., and A. M. Harte. 2013. Nonlinear numerical modelling of FRP reinforced glued laminated timber. Composites Part B: Engineering 52:40–50. doi:https://doi.org/10.1016/j.compositesb.2013.03.038.
- Raftery, G. M., and P. D. Rodd. 2015. FRP reinforcement of low-grade glulam timber bonded with wood adhesive. Construction and Building Materials 91:116–25. doi:https://doi.org/10.1016/j.conbuildmat.2015.05.026.
- Sena-Cruz, J., M. Jorge, J. M. Branco, and V. M. C. F. Cunha. 2013. Bond between glulam and NSM CFRP laminates. Construction and Building Materials 40:260–9. doi:https://doi.org/10.1016/j.conbuildmat.2012.09.089.
- Shen, L. Y., J. Jorge Ochoa, M. N. Shah, and X. Zhang. 2011. The application of urban sustainability indicators – A comparison between various practices. Habitat International 35 (1):17–29. doi:https://doi.org/10.1016/j.habitatint.2010.03.006.
- Stalnaker, J. J., and E. C. Harris. 1999. Structural Design in Wood. 2 ed. Massachusetts: Kluwer Academic Publishers.
- Stark, N. M., Z. Cai, and C. Carll. 2010. Wood-Based Composite Materials, Panel Products, Glued-Laminated Timber, Structural Composite Lumber, and Wood–Nonwood Composite Materials. In Wood handbook—Wood as an engineering material, ed. R. J. Ross. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory.
- Thelandersson, S. 2003. Timber Engineering - General Introduction. In Timber Engineering, ed. S. Thelandersson and H. J. Larsen. West Sussex: John Wiley & Sons Ltd.
- Tran, V. D., M. Oudjene, and P. J. Méausoone. 2015. Experimental and numerical analyses of the structural response of adhesively reconstituted beech timber beams. Composite Structures 119:206–17. doi:https://doi.org/10.1016/j.compstruct.2014.08.013.
- Weidong, L., Z. Ling, Q. Geng, W. Liu, H. Yang, and K. Yue. 2015. Study on flexural behaviour of glulam beams reinforced by Near Surface Mounted (NSM) CFRP laminates. Construction and Building Materials 91:23–31. doi:https://doi.org/10.1016/j.conbuildmat.2015.04.050.
- Xu, Y. 2016. Buckling reliability evaluation of a clamped beam with random imperfections subjected to axial impact using probability density evolution method. Mechanics Based Design of Structures and Machines 44 (4):451–61. doi:https://doi.org/10.1080/15397734.2015.1104512.
- Yang, H., D. Ju, W. Liu, and W. Lu. 2016b. Prestressed glulam beams reinforced with CFRP bars. Construction and Building Materials 109:73–83. doi:https://doi.org/10.1016/j.conbuildmat.2016.02.008.
- Yang, H., W. Liu, and X. Ren. 2016a. A component method for moment-resistant glulam beam–column connections with glued-in steel rods. Engineering Structures 115:42–54. doi:https://doi.org/10.1016/j.engstruct.2016.02.024.