참고문헌
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- AASHTO (2000) LRFD Bridge Design Specifications, Second Edition, Washington, D.C.
- AASHTO (2004) LRFD Bridge Design Specifications, Third Edition, Washington, D.C.
- 조은영, 신동구(2011) HSB 강재 적용 강합성 복합단면 거더 정모멘트부의 휨저항강도, 한국강구조학회논문집, 한국강구조학회, 제23권, 제3호, pp.385-394. Cho, E.Y. and Shin D.K. (2011) Flexural Strength of Composite HSB Hybrid Girders in Positive Bending, Journal of Korean Society of Steel Construction, KSSC, Vol.23, No.3, pp.385-394 (in Korean).
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- Shin, D.K., Cho, E.Y., and Kim, K.S. (2013) Ultimate Flexural Strengths of Plate Girders Subjected to Web Local Buckling, International Journal of Steel Structures, KSSC, Vol.13, No.2, pp.291-303. https://doi.org/10.1007/s13296-013-2008-3
- 조은영, 신동구(2012) HSB 강거더의 비탄성 횡비틂좌굴에 의한 휨강도 - 세장 복부판 단면, 한국강구조학회논문집, 한국강구조학회, 제24권, 제2호, pp.217-231. Cho, E.Y. and Shin D.K. (2012) Flexural Strength of HSB Steel Girders Due to Inelastic Lateral-Torsional Buckling - Section with Slender Web, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.2, pp.217-231 (in Korean). https://doi.org/10.7781/kjoss.2012.24.2.217
- Yoon, S.G. (2013) Nominal Moment Capacity of Hybrid Composite Sections using HSB600 High-Performance Steel, International Journal of Steel Structures, KSSC, Vol.13, No.2, pp.243-252. https://doi.org/10.1007/s13296-013-2004-7
- 윤석구(2013) 정모멘트부 강합성거더의 공칭휨강도 재평가, 한국강구조학회논문집, 한국강구조학회, 제25권, 제2호, pp.165-178. Yoon, S.K. (2013) Revaluation of Nominal Flexural Strength of Composite Girders in Positive Bending Region, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.2, pp.165-178 (in Korean). https://doi.org/10.7781/kjoss.2013.25.2.165
피인용 문헌
- HSB600 강재의 변형-경화를 고려한 강합성 I-거더의 정모멘트부 공칭휨강도 vol.29, pp.1, 2017, https://doi.org/10.7781/kjoss.2017.29.1.001
- 가상축력을 이용한 좌굴해석 및 HSB800 강재를 적용한 사장교에 대한 적용성 분석 vol.29, pp.1, 2014, https://doi.org/10.7781/kjoss.2017.29.1.013