1. C. S. Smith, W. L. Somerville, J. W. Swan, and others, "Residual strength and stiffness of damaged steel bracing members," 1981. [
DOI:10.4043/3981-MS]
2. J. A. Padula, A. Ostapenko, and others, "A load-indentation relationship for tubular members," 1991. [
DOI:10.4043/6651-MS]
3. J. Taby and T. Moan, "Collapse and residual strength of damaged tubular members," 1985.
4. J. R. MacIntyre, "An analytical study of damaged tubular member behaviour.," 1993.
5. L. Duan, J. T. Loh, and W.-F. Chen, "Moment-curvature relationships for dented tubular sections," Journal of Structural Engineering, vol. 119, no. 3, pp. 809-830, 1993. [
DOI:10.1061/(ASCE)0733-9445(1993)119:3(809)]
6. C. P. Ellinas, "Ultimate strength of damaged tubular bracing members," Journal of Structural Engineering, vol. 110, no. 2, pp. 245-259, 1984. [
DOI:10.1061/(ASCE)0733-9445(1984)110:2(245)]
7. J. M. Ricles, W. B. Lamport, T. E. Gillum, and others, "Residual strength of damaged offshore steel tubular bracing," 1992. [
DOI:10.4043/6938-MS]
8. J. M. Ricles, T. E. Gillum, W. B. Lamport, and others, "Grout Repair of Dent-Damaged Steel Tubular Bracing," 1993. [
DOI:10.4043/7151-MS]
9. J. K. Paik, J. M. Lee, and D. H. Lee, "Ultimate strength of dented steel plates under axial compressive loads," International Journal of Mechanical Sciences, vol. 45, no. 3, pp. 433-448, 2003. [
DOI:10.1016/S0020-7403(03)00062-6]
10. S. Parsanejad, "Strength of grout-filled damaged tubular members," Journal of Structural Engineering, vol. 113, no. 3, pp. 590-603, 1987. [
DOI:10.1061/(ASCE)0733-9445(1987)113:3(590)]
11. Y. Ueda and S. M. H. Rashed, "Behavior of damaged tubular structural members," 1985. [
DOI:10.2534/jjasnaoe1968.1985.439]
12. Y. H. Mugahed Amran, R. Alyousef, R. S. M. Rashid, H. Alabduljabbar, and C.-C. Hung, "Properties and applications of FRP in strengthening RC structures: A review," Structures, vol. 16, pp. 208-238, Nov. 2018, doi: 10.1016/j.istruc.2018.09.008. [
DOI:10.1016/j.istruc.2018.09.008]
13. H. Nassiraei and P. Rezadoost, "Stress concentration factors in tubular T/Y-joints strengthened with FRP subjected to compressive load in offshore structures," International Journal of Fatigue, vol. 140, p. 105719, Nov. 2020, doi: 10.1016/j.ijfatigue.2020.105719. [
DOI:10.1016/j.ijfatigue.2020.105719]
14. A. Aeran, S. C. Siriwardane, O. Mikkelsen, and I. Langen, "A framework to assess structural integrity of ageing offshore jacket structures for life extension," Marine Structures, vol. 56, pp. 237-259, Nov. 2017, doi: 10.1016/j.marstruc.2017.08.002. [
DOI:10.1016/j.marstruc.2017.08.002]
15. W. M. Bruin, "Assessment of the residual strength and repair of dent-damaged offshore platform bracing," 1995.
16. ASTM A572, "Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel," West Conshohocken, 2018.
17. Nassiraei, H. (2019). Static strength of tubular T/Y-joints reinforced with collar plates at fire induced elevated temperature. Marine Structures, 67, 102635. [
DOI:10.1016/j.marstruc.2019.102635]
18. Nassiraei, H., Zhu, L., & Gu, C. (2021). Static capacity of collar plate reinforced tubular X-connections subjected to compressive loading: study of geometrical effects and parametric formulation. Ships and Offshore Structures, 16(1),54-69. [
DOI:10.1080/17445302.2019.1708041]
19. Nassiraei, H., & Rezadoost, P. (2021). Static capacity of tubular X-joints reinforced with fiber reinforced polymer subjected to compressive load. Engineering Structures, 236, 112041. [
DOI:10.1016/j.engstruct.2021.112041]