Cyclic Behaviors of SHS Columns in Low Cycle Fatigue Tests

References

• Akiyama, H. 1985. Earthquake-resistant limit-state design for buildings, 1st ed. Tokyo, Japan: University of Tokyo Press.
   Google Scholar
• Architectural Institute of Japan. 2017. AIJ recommendations for plastic design of steel structures. (in Japanese).
   Google Scholar
• Ballio, G., L. Calado, and C. A. Castiglioni. 1997. Low cycle fatigue behaviour of structural steel members and connections. Fatigue & Fracture of Engineering Materials & Structures 20 (8):129–46. doi:10.1111/j.1460-2695.1997.tb00318.x.
   Web of Science ®Google Scholar
• Ballio, G., and C. A. Castiglioni. 1995. A unified approach for the design of steel structures under low and/or cycle fatigue. Journal of Constructional Steel Research 34 (1):75–101. doi:10.1016/0143-974X(95)97297-B.
   Web of Science ®Google Scholar
• Broderick, B. M., A. Y. Elghazouli, and J. Goggins. 2004. Cyclic behavior of hollow and filled axially-loaded members. In: Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C.
   Google Scholar
• Building Center of Japan. 2013. Stipulation of methods of calculating Ds and Fes. In The Building Standard Law of Japan: Notifications of Ministry of Land, Infrastructure, Transport, and Tourism (MLIT) NO. 596, Tokyo, Japan.
   Google Scholar
• Castiglioni, C. A., H. P. Mouzakis, and P. G. Carydis. 2007. Constant and variable amplitude cyclic behavior of welded steel beam-to-column connections. Journal of Earthquake Engineering 11 (6):876–902. doi:10.1080/13632460601188027.
   Web of Science ®Google Scholar
• Clark, P., K. Frank, H. Krawinkler, and R. Shaw. 1997. Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens. SAC Steel Project Background Document, Report No. SAC/BD-97/02.
   Google Scholar
• Coffin, L. F., Jr. 1954. A study of effects of cyclic thermal stresses on a ductile metal. Transactions of the American Society of Mechanical Engineers 76:931–50.
   Google Scholar
• Dong, Y., and L. J. Jia. 2017. Cyclic loading on cold-formed SHS stub columns. In Tubular Structures. Vol. XVI, 1st ed. CRC Press. http://doi.org/10.1201/9781351210843-47.
   Google Scholar
• Fang, C., Y. Ping, and Y. Chen. 2019. Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames. Earthquake Engineering & Structural Dynamics 49 (2):155–74. doi:10.1002/eqe.3231.
   Web of Science ®Google Scholar
• Fang, C., F. Wang, C. Wang, and Y. Zhou. 2021. Cyclic behavior of oval hollow section (OHS) beam-columns. Thin-Walled Structures 161:107430. doi:10.1016/j.tws.2020.107430.
   Web of Science ®Google Scholar
• Fang, C., F. Zhou, and C. Luo. 2018. Cold-formed stainless steel RHSs/SHSs under combined compression and cyclic bending. Journal of Constructional Steel Research 141:9–22. doi:10.1016/j.jcsr.2017.11.001.
   Web of Science ®Google Scholar
• Ge, H., L. Kang, and Y. Tsumura. 2013. Extremely low-cycle fatigue tests of thick-walled steel bridge piers. Journal of Bridge Engineering 18 (9):858–70. doi:10.1061/(ASCE)BE.1943-5592.0000429.
   Web of Science ®Google Scholar
• Ishida, T., Y. Dong, S. Kishiki, S. Yamada, and T. Hasegawa. 2022. Cyclic behaviors of SHS columns subjected to small amplitude loading. Engineering Structures 252:113611. doi:10.1016/j.engstruct.2021.113535.
   Web of Science ®Google Scholar
• Iyama, J., and J. M. Ricles. 2009. Prediction of fatigue life of welded beam-to-column connections under earthquake loading. Journal of Structural Engineering 135 (12):1472–80. doi:10.1061/(ASCE)0733-9445(2009)135:12(1472).
   Web of Science ®Google Scholar
• Japanese Standards Association. 2011. JIS Z 2241: Metallic materials-Tensile testing-Method of test at room temperature (in Japanese).
   Google Scholar
• Japan Iron and Steel Federation (JISF). 2017. Cold roll formed square steel pipe for building structure (BCR295). MDCR0002-2017 (in Japanese).
   Google Scholar
• Kido, M., K. Tsuda, T. Fukumoto, Y. Ichinohe, and K. Morita. 2021. Behavior of square concrete-filled steel tubular beam-columns subjected to lateral loads with constant cyclic displacement. Japan Architectural Review 4 (1):41–55. doi:10.1002/2475-8876.12182.
   Web of Science ®Google Scholar
• Kishiki, S., D. S. Lee, S. Yamada, T. Ishida, and Y. Jiao. 2019. Low-cycle fatigue performance assessment of current Japanese steel beam-to-column connections determined by ductile fracture. Engineering Structures 182:241–50. doi:10.1016/j.engstruct.2018.12.061.
   Web of Science ®Google Scholar
• Kita, Y., and B. Tsuji. 1991. Elastic plastic behavior of beam-columns with square hollow section. Summaries of Technical Paper of AIJ annual meeting, Architectural Institute of Japan, 1305-1306, Tohoku, Japan (in Japanese).
   Google Scholar
• Kiyokawa, T., Y. Sawamoto., J. Kubota., J. Tagami., T. Fukumoto., T. Hasegawa., and Y. Iwata. 2011–2012. Study on safety assessment methods for super-high-rise steel buildings against long-period earthquake ground motions Part 6 – 7, Part 13 – 14. Summaries of Technical Paper of Annual Meeting, 1023-1026, 1057-1060. Architectural Institute of Japan (in Japanese).
   Google Scholar
• Krawinkler, H. 1987. Performance assessment of steel components. Earthquake Spectra 3 (1):27–41. doi:10.1193/1.1585417.
   Google Scholar
• Krawinkler, H. 1992. Guidelines for cyclic seismic testing of components of steel structures. Report No. ATC-24, Applied Technology Council, Redwood City, CA.
   Google Scholar
• Krawinkler, H., and M. Zohrei. 1983. Cumulative damage in steel structures subjected to earthquake ground motions. Computers & Structures 16 (1–4):531–41. doi:10.1016/0045-7949(83)90193-1.
   Web of Science ®Google Scholar
• Kurata, M., M. Nakashima, and K. Suita. 2005. Test on large cyclic deformation of steel tube columns having fixed column bases. Journal of Structural and Construction Engineering 70 (598):149–54. doi:10.3130/aijs.70.149_3 (in Japanese).
   Google Scholar
• Kuwada, R., Y. Koetaka, and K. Suita. 2015. Plastic deformation capacity of cold press-formed SHS columns determined by local buckling and fracture. Journal of Structural and Construction Engineering 80 (718):1961–70. doi:10.3130/aijs.80.1961 (in Japanese).
   Google Scholar
• Manson, S. S. 1953. Behavior of materials under conditions of thermal stress, NACA Technical Note 2933. Washington, D.C.
   Google Scholar
• Matsuishi, M., and T. Endo. 1968. Fatigue of metals subjected to varying stress. The Japan Society of Mechanical Engineers, Fukuoka, Japan 68 (2): 37–40.
   Google Scholar
• Miner, M. A. 1948. Cumulative damage in fatigue. Journal of Applied Mechanics 12 (3):A159–64. doi:10.1115/1.4009458.
   Google Scholar
• Myers, A. T., A. M. Kanvinde, G. G. Deierlein, and B. V. Fell. 2009. Effect of weld details on the ductility of steel column baseplate connections. Journal of Construction Steel Research 65 (6):1366–73. doi:10.1016/j.jcsr.2008.08.004.
   Web of Science ®Google Scholar
• Narihara, H., S. Yasuda., E. Sato., T. Usami., Y. Suzui., T. Hasegawa., F. Ushiwata., and K. Yamazaki. 2014. Study on safety assessment methods for super-high-rise steel buildings against long-period earthquake ground motions Part 27 – 31. Summaries of Technical Paper of Annual Meeting, Architectural Institute of Japan, 1251–60 (in Japanese).
   Google Scholar
• Powell, G. H., and R. Allahabadi. 1988. Seismic damage prediction by deterministic methods: Concepts and procedures. Earthquake Engineering & Structural Dynamics 16 (5):719–34. doi:10.1002/eqe.4290160507.
   Web of Science ®Google Scholar
• Suita, K., Y. Manabe, K. Takatsuka, T. Tanaka, and T. Tsukada. 2012. Prediction of fracture of steel moment connection by cyclic loading with various deformation amplitude. In: Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
   Google Scholar
• Suzuki, Y., and D. G. Lignos. 2021. Experimental evaluation of steel columns under seismic hazard-consistent collapse loading protocols. Journal of Structural Engineering 147 (4):04021020. doi:10.1061/(ASCE)ST.1943-541X.0002963.
   Web of Science ®Google Scholar
• Takatsuka, K., K. Suita, and T. Umeda. 2017. Deformation capacity of flange-welded web-bolted moment connection under cyclic loading. In: Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile.
   Google Scholar
• Tateishi, K., T. Chen, and T. Hanji. 2008. Extremely low cycle fatigue assessment method for un-stiffened cantilever steel columns. Journal of Structural and Construction Engineering (Trans AIJ) 64 (2):288–96. doi:10.2208/jsceja.64.288.
   Google Scholar
• Tenderan, R., T. Ishida, Y. Jiao, and S. Yamada. 2019. Seismic performance of ductile steel moment-resisting frames subjected to multiple strong ground motions. Earthquake Spectra 35 (1):289–310. doi:10.1193/111217EQS235M.
   Web of Science ®Google Scholar
• Tsuda, K., and C. Matsui. 1998. Strength of square steel tubular beam-columns under constant vertical and horizontal loads. Journal of Structural and Construction Engineering 63 (512):149–56. doi:10.3130/aijs.63.149_3 (in Japanese).
   Google Scholar
• Yamada, S., T. Ishida, and Y. Shimada. 2012. Hysteresis model of RHS columns in the deterioration range governed by local buckling. Journal of Structural and Construction Engineering 77 (674):627–36. doi:10.3130/aijs.77.627 (in Japanese).
   Google Scholar
• Yamada, M., H. Kawamura, A. Tani, and K. Yamanaka. 1986. Elasto-plastic deformation and fracture behavior of steel box columns subjected to double curvature cyclic bending under constant axial load (V). Summaries of Technical Paper of Kinki Branch, Architectural Institute of Japan, 409–12 (in Japanese).
   Google Scholar
• Zhou, H., Y. Wang, L. Yang, and Y. Shi. 2014. Seismic low-cycle fatigue evaluation of welded beam-to-column connections in steel moment frames through global-local analysis. International Journal of Fatigue 64:97–113. doi:10.1016/j.ijfatigue.2014.03.002.
   Web of Science ®Google Scholar
• Zhu, D., J. Iyama, K. Takada, and H. Kuwamura. 1998. Relationship between hysteresis loop and monotonic loading curve of steel member: Part 2 in case of local buckling. Summaries of Technical Paper of Kanto Branch, Architectural Institute of Japan, 89–92 (in Japanese).
   Google Scholar