References
- American Institute of Steel Construction (AISC) (2016a). Specification for Structural Steel Buildings. ANSI/AISC 360-16, AISC, Chicago, IL, USA.
- American Institute of Steel Construction (AISC). (2021a). Specification for structural stainless steel buildings. ANSI/AISC 370-21. Chicago: AISC, Chicago, IL, USA.
- American Iron and Steel Institute (AISI) (2016b). North American Specification for the Design of Cold Formed Steel Structural Members, AISI S100-07, Washington D.C., USA.
- American Society of Civil Engineers (2002). Specification for the design of cold-formed stainless steel structural members, SEI/ASCE-8-02, USA.
- Architectural Institute of Japan (AIJ) (2012). Recommendation for Limit State Design of Steel Structures, AIJ, Tokyo, Japan (in Japanese).
- Canadian Standards Association. (2014). CAN-CSA S16-14. Design of Steel Structures. Canadian Standards Association, Rexdale, Ontario.
- Chen, X.W., Real, E., Yuan, H.X., & Du, X.X. (2020a). Design of Welded Stainless Steel I-Shaped Members Subjected to Shear, Thin Walled Structures, Elsevier, 147(106465).
- European Committee for Standardization(CEN). (2005). EN 1993-1-8 :2005, Eurocode 3, Design of Steel Structures Part 1.8: Design of Joints. London, UK.
- Eurocode 3, European Committee for Standardization (2006a). Design of steel structures, Part 1.3-general rules, supplementary rules for cold formed thin gauge members and sheeting, UK
- Eurocode 3 (EC3) (2006b). Design of steel structures - Part 1.4: general rules - Supplementary rules for stainless steels (EN1993-1-4:2006), European Committee for Standardization, Chiswick High Road, London, UK.
- Hwang, B.K., Lee, H.C., & Kim, T.S. (2017a). An Experimental Study on Block Shear Strength of Austenitic Stainless Steel (STS304) Fillet-welded Connection, Architectural Institute of Korea, 33(1), pp.41-48 (in Korean).
- Jang, H.J., & Yang, Y.S. (2003a). A Study on the Strength of Stainless Steel Pipe Columns, Architectural Institute of Korea, 19(06), pp.93-102 (in Korean).
- Jang, H.J., & Yang, Y.S. (2004). A Study on the Buckling Strength of Centrally Compressed Stainless Steel Tubular Columns, Journal of Korean Society of Steel Construction, 17(2), pp.207-216.(in Korean).
- Kang, H.S., & Kim, T.S. (2017b). Ultimate Strength Estimation of Single Shear Bolted Connections with High Strength Austenitic Stainless Steel(STS201), Architectural Institute of Korea, 33(4), pp.13-20 (in Korean).
- Kang, H.S., & Kim, T.S. (2019a). Experimental Study on Structural Behaviors of Duplex Stainless Steel(STS329FLD) Bolted Connections with Four Bolts, Journal of Korean Society of Steel Construction, 31(1), pp.13-22. https://doi.org/10.7781/kjoss.2019.31.1.013
- Kim, J.H., Kim, T.S., & Kang, H.S. (2013a). Ultimate Strength Estimation of Ferritic Stainless Steel Single Shear Bolted Connections Fastened with Four Bolts, Journal of Korean Society of Steel Construction, 25(6), pp.659-669. https://doi.org/10.7781/kjoss.2013.25.6.659
- Kim, T.S. (2016c). An Experimental Study on Block Shear Fracture of Base Metal in Ferritic Stainless Steel Welded Connection, Journal of Korean Society of Steel Construction, 28(5), pp.303-312. https://doi.org/10.14578/jkfs.2016.105.3.303
- Kim, T.S., Kim,, M.S., Jeong, H.Y., Kim, S.H., & Lee, Y.T. (2010). Comparative Study on Ultimate Behavior of Single shear and Double Shear Bolted Connections with Thin-walled Carbon Steel, Architectural Institute of Korea, 26(04), pp.31-38 (in Korean).
- Kim, T., & Lim, J. (2013b). Ultimate strength of single shear two-bolted connections with austenitic stainless steel. International Journal of Steel Structures, 13, 117-128. https://doi.org/10.1007/s13296-013-1011-z
- Kim, T.S., Hwang, B.K., & Lim, Y.C. (2019b). Development on ultimate strength equation of ferritic stainless steel (STS430) two-bolted connection, Advances in Structural Engineering, 23(6), pp.1209-1223.
- Kim, T., Hong, S., Hwang, B., & Kim, J. (2021b). Block shear capacity in cold-formed lean duplex stainless steel double-shear bolted connections. Thin-Walled Structures, 161, 107520.
- Korean Design Standard (KDS) (2019c). Design Specification for Steel Structure in Building, KDS 41 30 10, Korea Construction Standards Center, Seoul, Korea (in Korean).
- Korean Design Standard (KDS) (2022). Design Specification for Steel Structure in Building, KDS 41 30 30, Korea Construction Standards Center, Seoul, Korea (in Korean).
- Korean Standard (KS) (2003b). Method of tensile test for metallic materials, KS B 0802, Seoul, Korea.
- Korean Standard (KS) (2015a). Cold rolled Stainless Steel Plates, Sheets and Strip, KS D 3698,Korean Agency for Technology and Standards, Seoul, Korea (in Korean).
- Lee, M.J. (1990). Lateral Buckling Strength of Stainless steel H-Section Beams, Architectural Institute of Korea, 6(6), pp.211-217 (in Korean).
- Teh, L. H., & Uz, M. E. (2015b). Ultimate shear-out capacities of structural-steel bolted connections. Journal of Structural Engineering, 141(6), 04014152.
- Teh, L.H., & Deierlein, G.G. (2017c). Effective Shear Plane Model for Tearout and Block Shear Failure of Bolted Connections, Engineering Journal American Institute of Steel Construction, pp.181-194.
- Xing, H., Teh, L. H., Jiang, Z., & Ahmed, A. (2020b). Shear-out capacity of bolted connections in cold-reduced steel sheets. Journal of Structural Engineering, 146(4), 04020018.