# | Document title | Authors | Year | Source | Cited by |
1 | Truck models for improved fatigue life predictions of steel bridges | Chotickai P., Bowman M. | 2006 | Journal of Bridge Engineering, 11(1), pp. 71-80 | 53 |
2 | Compressive mechanical properties of cement mortar containing recycled high-density polyethylene aggregates: Stress–strain relationship | Aocharoen Y., Chotickai P. | 2021 | Case Studies in Construction Materials, 15, e00752 | 22 |
3 | Performance of corroded rectangular RC columns strengthened with CFRP composite under eccentric loading | Chotickai P., Tongya P., Jantharaksa S. | 2021 | Construction and Building Materials, 268, 121134 | 20 |
4 | Compressive mechanical and durability properties of concrete with polyethylene terephthalate and high-density polyethylene aggregates | Aocharoen Y., Chotickai P. | 2023 | Cleaner Engineering and Technology, 12, 100600 | 16 |
5 | Effect of pre-installed corrosion on steel plate-CFRP bond characteristics | Chotickai P. | 2018 | International Journal of Adhesion and Adhesives, 84, pp. 431-437 | 14 |
6 | Performance of CFRP-Strengthened Concrete Beams after Exposure to Wet/Dry Cycles | Chotickai P., Somana S. | 2018 | Journal of Composites for Construction, 22(6), 04018053 | 14 |
7 | Field testing and performance evaluation of a through-plate girder railway bridge | Chotickai P., Kanchanalai T. | 2010 | Transportation Research Record, (2172), pp. 132-141 | 6 |
8 | Effect of elevated temperature exposure on the flexural behavior of steel–polypropylene hybrid fiber-reinforced concrete | Suwanvitaya P., Chotickai P. | 2024 | Materials and Structures/Materiaux et Constructions, 57(3), 43 | 5 |
9 | Experimental and analytical studies of door-type modular scaffolds with initial geometrical imperfections | Chotickai P., Kaewsawang S. | 2018 | Engineering Journal, 22(6), pp. 135-150 | 4 |
10 | Stress analysis of rib-to-deck joints in orthotropic steel deck based on nominal and effective notch stress approaches | Chotickai P., Srisawat T. | 2021 | Engineering Journal, 25(7), pp. 17-30 | 2 |
11 | Comparative study of fatigue provisions for the AASHTO fatigue guide specifications and LRFR manual for evaluation | Chotickai P., Bowman M. | 2006 | Journal of Bridge Engineering, 11(5), pp. 655-660 | 2 |
12 | Evaluation of the compressive mechanical properties of sulfate-damaged concrete using linear and nonlinear ultrasonic techniques | Khumtorn T., Chotickai P. | 2025 | Research on Engineering Structures and Materials, 11(2), pp. 843-859 | 1 |
13 | Effect of bolt-tightening torques of couplers on load capacities of tube–coupler scaffolds | Kaewsawang S., Chotickai P. | 2024 | Journal of Constructional Steel Research, 214, 108496 | 1 |
14 | Monitoring Damage in PC Slabs by Modal and Ultrasonic Tests | Kaewsawang S., Chaisiriniran W., Kaewngam P., Chotickai P. | 2023 | Engineering Journal, 27(2), pp. 17-27 | 0 |
15 | Damage evaluation of fiber-reinforced concrete exposed to elevated temperatures by nondestructive tests | Suwanvitaya P., Chotickai P., Nobuaki O. | 2019 | Engineering and Applied Science Research, 46(1), pp. 37-43 | 0 |
16 | Field evaluation of weigh-in-motion system on weight enforcement operation | Chotickai P. | 2012 | Advances in Civil Engineering and Building Materials, pp. 887-892 | 0 |
17 | Performance of reinforced concrete beams strengthened with CFRP composite in corrosive environment | Chotickai P., Chimmanee W. | 2011 | Advanced Materials Research, 250-253, pp. 3706-3714 | 0 |
18 | Field evaluation of weigh-in-motion system on weight enforcement operation | Chotickai P. | 2012 | Advances in Civil Engineering and Building Materials - Selected Peer Reviewed Papers from 2012 2nd International Conference on Civil Engineering and Building Materials, CEBM 2012, pp. 887-892 | 0 |
19 | 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 |