| # | Document title | Authors | Year | Source | Cited by |
| 1 | ANALYSIS AND DESIGN OF FRAMED COLUMNS UNDER MINOR AXIS BENDING. | Kanchanalai T., Lu L. | 1979 | Engineering Journal
16(2),pp. 29-41 | 6 |
| 2 | Field testing and performance evaluation of a through-plate girder railway bridge | Chotickai P., Kanchanalai T. | 2010 | Transportation Research Record
(2172),pp. 132-141 | 5 |
| 3 | Behavior of reinforced concrete bridge pier columns subjected to moderate seismic load | Ongsupankul S., Kanchanalai T., Kawashima K. | 2007 | ScienceAsia
33(2),pp. 175-185 | 4 |
| 4 | Experimental studyof restrained steel-concrete composite beams under cyclic loads | Yodmunee S., Kanchanalai T. | 2017 | ISEC 2017 - 9th International Structural Engineering and Construction Conference: Resilient Structures and Sustainable Construction
| 1 |
| 5 | DESIGN AND BEHAVIOR OF BEAM-COLUMNS IN UNBRACED STEEL FRAMES. | Kanchanalai T. | 1977 | CESRL Rep Univ Tex Austin Dep Civ Eng Struct Res Lab
(77-2) | 0 |
| 6 | EXPERIMENTAL STUDY OF RESTRAINED STEEL-CONCRETE COMPOSITE BEAMS UNDER CYCLIC LOADS | Yodmunee S., Kanchanalai T. | 2017 | Proceedings of International Structural Engineering and Construction
4(1) | 0 |
| 7 | Cyclic performance of restrained steel-concrete fully composite beams subjected to a point load | Yodmunee S., Kanchanalai T., Aramraks T. | 2020 | International Journal of Engineering Research and Technology
13(4),pp. 637-643 | 0 |
| 8 | Behavior of reinforced concrete highway bridge pier columns subjected to moderate seismic load | Ongsupankul S., Kanchanalai T., Kawashima K. | 2006 | Wind and Earthquake Engineering - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
3,pp. 41-48 | 0 |
| 9 | Fatigue load spectra for steel railway bridges using simulation and field data | Chotickai P., Kanchanalai T. | 2006 | Analytical and Computational Methods - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
2,pp. 297-302 | 0 |