참고문헌
- ABAQUS,Ver.6.4 (2003), Analysis User's Manual, ABAQUS Inc., Pawtucket.
- American Institute of Steel Construction (AISC). (2010c), Steel Construction Manual. AISC 325-11, Chicago, USA.
- American Iron and Steel Institute (AISI). (2012), North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-12, Washington D.C., USA.
- American Iron and Steel Institute(AISI). (1968), Specification for the Design of Light Gage Cold-formed Stainless Steel Structural Members, AISI, Washington D.C., USA.
- American Society of Civil Engineers (ASCE). (2002a), Specification for the design of cold-formed stainless steel structural members. SEI/ASCE-8-02, USA.
- Architectural Institute of Japan (AIJ). (2002b), Recommendation for Limit State Design of Steel Structures, AIJ, Tokyo, Japan.
- Architectural Institute of Korea (AIK). (2016), Korea Building Code, Seoul, Korea.
- Australian Standard/New Zealand Standard (AS/NZS). (2001), Coldformed stainless steel structures. AS/NZS 4673. Standards Australia, Sydney, Australia.
- Cha, E. Y., and Kim, T. S. (2016), Analysis on Ultimate Strength of Single Shear Bolted Connections with Austenitic Stainless Steel (STS201), Proceedings of Annual Conference, Korea Institute for Structural Maintenance and Inspection, KSMI, 20(2), 161-164 (in Korean, with English abstract).
- Cho, Y. H., and Kim, T. S. (2014), An Experimental Study on the Structural Behaviors of Single Shear Bolted Connections with Austenitic Stainless Steel (STS201), Proceedings of 25th Annual Conference, Korea Society of Steel and Construction, KSSC, Korean, 25(1), 9-10 (in Korean, with English abstract).
- EN 1993-1-4, Eurocode 3. (2006a), Design of Steel Structures part 1.4: General Rules-Supplementary Rules for Stainless Steel, European Committee for Standardization, London, UK.
- Kim, J. H., Kim, T. S., and Kang, H. S. (2013c), Ultimate Strength Estimation of Ferritic Stainless Steel Single Shear Bolted Connections Fastened with Four Bolts, Journal of Korean Society of Steel Construction, KSSC, 25(6), 659-669 (in Korean, with English abstract). https://doi.org/10.7781/kjoss.2013.25.6.659
- Kim, M.S., Kim, T.S., Kim, S.H., and Lee, Y.T. (2010b), An Experimental Study on Ultimate Behavior of Bolted Connections with Thin-walled Ferritic Stainless Steel (STS430), Proceedings of Annual Conference Architectural Institute of Korea, AIK, Korean, 30(1), 141-142 (in Korean, with English abstract).
- Kim, T. S., Jeong, H. Y., Kim, M. S., and Lim, J. S. (2010a), An Experimental Study on Behavior of Single Shear Bolted Connections with Thin-walled Stainless Steel, Architectural Institute of Korea, AIK, 26(5), 11-18 (in Korean, with English abstract).
- Kim, T. S. and Kuwamura, H. (2007), Finite Element Modeling of Bolted Connections in Thin-walled Stainless Steel Plates Under Static Shear, Thin-walled Structures, 45(4), 407-421. https://doi.org/10.1016/j.tws.2007.03.006
- Kim, T.S., & LIM, J.S. (2013a), Ultimate Strength of Single Shear Two-bolted Connections with Austenitic Stainless Steel, International Journal of Steel Structures, 13(1), 117-128. https://doi.org/10.1007/s13296-013-1011-z
- Korean Standard (KS). (2015). Cold rolled stainless steel, plates, sheet and strip, KS D 3698, Seoul, Korea.
- LIM, J. S., KIM, T. S., and KIM, S. H. (2013b), Ultimate Strength of Single Shear Bolted Connections with Cold-formed Ferritic Stainless Steel, Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 14(2), 120-136. https://doi.org/10.1631/jzus.A1100316
- Stainless Steel Building Association of Japan (SSBA). (2006b), Design manual of light- weight stainless steel structures. Tokyo, Japan (in Japanese, with English abstract).
- Teh L.H., and Yazici V. (2013), Unconventional Block Shear Failures of Bolted Connections in Cold Reduced Steel Sheet. Engineering Structures, 56, 567-571. https://doi.org/10.1016/j.engstruct.2013.05.043