American Wood Council (2007).
Beam design formulas with shear and moment diagrams. American Forest & Paper Association.
Elshaer, A, Bitsuamlak, G, and Damatty, A.E (2017) Enhancing wind performance of tall buildings using corner aerodynamic optimization.
Engineering Structures, Vol. 136, pp. 1133-148. 10.1016/j.engstruct.2017.01.019.
Gabel, J (2016)
2016 Another record-breaker for skyscraper completions;18 “Tallest Titles” bestowed. Council on Tall Buildings and Urban Habitat.
Guo, T, Liu, J, and Huang, L (2016) Investigation and control of excessive cumulative girder movements of long- span steel suspension bridges.
Engineering Structures, Vol. 125, pp. 217-226. 10.1016/j.engstruct.2016.07.003.
Han, T.H, Lim, N.H, Han, S.Y, Park, J.S, and Kang, Y.J (2008) Nonlinear concrete model for an internally confined hollow reinforced concrete column.
Magazine of Concrete Reserach, Vol. 60, No. No. 6, pp. 429-440. 10.1680/macr.2008.60.6.429.
Han, T.H, Stallings, J.M, and Kang, Y.J (2010) Behaviour of a hollow RC column with an internal tube.
Magazine of Concrete Research, Vol. 62, No. No. 1, pp. 25-38. 10.1680/macr.2008.62.1.25.
Hoshikuma, J, Kawashima, K, Nagaya, K, and Taylor, A.W (1997) Stress-strain model for confined reinforced concrete in bridge.
Journal of Structural Engineering. ASCE, Vol. 123, No. No. 5, pp. 624-633. 10.1061/(ASCE)0733-9445(1997)123:5(624).
Kim, S, Kim, J.J, and Han, T.H (2016) Section design of internally confined hollow reinforced concrete wind power tower.
J. Korean Soc. Hazard Mitig, Vol. 16, No. No. 4, pp. 163-174. 10.9798/KOSHAM.2016.16.4.163.
Mander, J.B, Priestly, M.J.N, and Park, R (1984).
Seismic design of bridge piers. Research Report No. 84-2. Univ. of Canterbury, New Zealand.
Mander, J.B, Priestly, M.J.N, and Park, R (1988) Theoretical stress-strain model for confined concrete.
Journal of Structural Engineering. ASCE, Vol. 114, No. No. 8, pp. 1804-1826. 10.1061/(ASCE)0733-9445(1988)114:8(1804).
Matsuda, H, Sakiyama, T, Morita, C, Koga, A, Tsuruta, K, and Idemitsu, T (2000).
Ultimate Behavior of RC Beams with PIC Boards in Flexural Compression Zone. Retrieved from
http://www.st.nagasaki-u.ac.jp/ken/matsuda/publications/2000/00-6-1.pdf.
Monteiro, A, Arede, A, and Pouca, N.V (2017) Seismic behavior of coupled column bridge RC piers:Experimental campaign.
Engineering Structure, Vol. 132, pp. 399-412. 10.1016/j.engstruct.2016.11.028.
Popovics, S (1973) A numerical approach to the complete stress-strain curves of concrete.
Cement and Concrete Research, Vol. 3, No. No. 5, pp. 583-599. 10.1016/0008-8846(73)90096-3.
Sato, H, and Yamaguchi, K (2000).
Stress-strain Behavior of Square Confined Concrete Column. 12WCEE 2000 Auckland, New Zealand, 12WCEE: p 2284.
Sritharan, S (2015) Wind turbine towers.
PCI Journal, Vol. 60, No. No. 6, pp. 33-38.
Tailor, A, Dalal, S.P, and Desai, A.K (2017) Comparative performance evaluation of steel column building & concrete filled tube column building under static and dynamic loading.
Procedia Engineering, Vol. 173, pp. 1847-1853. 10.1016/j.proeng.2016.12.233.