1 |
국토교통부(2016) 도로교설계기준(한계상태설계법): 일반교량편, 국토교통부. (Korea Ministry of Land (2016) Infrastructure and Transport, Highway Bridge Design Specifications(Limit State Design), Korea Ministry of Land, Infrastructure and Transport.)
|
2 |
American Association of State Highway and Transportation Officials (2014) AASHTO LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials.
|
3 |
Hanshin Expressway Public Coporation, and Steel Structure Study Committee (1988) Guidelines for the Design of Horizontally Curved Girder Bridges(Draft), Hanshin Expressway Public Corporations, Osaka, Japan.
|
4 |
American Association of State Highway and Transportation Officials (2003) Guide Specifications for Horizontally Curved Steel Girder Highway Bridges 2003 with Design Examples for I-girder and Box Girder Bridges. American Association of State Highway and Transportation Officials, Washington DC.
|
5 |
Yuhshi, F. and Nishida, S. (1981) Ultimate Load Behavior of Curved I-Beams. Journal of the Engineering Mechanics Division, ASCE, Vol.107, No.2, pp.367-385.
|
6 |
Hiroshi, Y. and Kouji, M. (1983) Ultimate Strength Analysis of Curved I-Beams. Journal of Engineering Mechanics, ASCE, Vol.109, No.1, pp.192-214.
DOI
|
7 |
Dabrowski, R. (1968) Curved Thin-walled Girders. Cement and Concrete Association, London, England.
|
8 |
Morris, D.L. (1968) Curved Beam Stiffness coefficients. Journal of Structural Division, American Society of Civil Engineering, ASCE, Vol.94, No.5, pp.1165-1174.
|
9 |
Ho Y.S. (1972) Analysis and design of curved composite box girder bridges. Ph.D dissertation, University of Maryland, Maryland.
|
10 |
Fathalla, M. El-Amin, D., and M. Brotton (1976) Horizontally Curved Beam Finite Element Including Warping. International Journal for Numerical Methods in Engineering, Wiley, Vol.10, No.6, pp.1397-1403.
DOI
|
11 |
Hsu, Y.T. (1989) The Development and Behavior of Vlasov Elements for the Modeling of Horizontally Curved Composite Box Girder Bridge Superstructures, Ph.D Dissertation, University of Maryland.
|
12 |
Kang, Y.-J. (1992) Nonlinear Theory of thin-walled curved beams and finite element formulation, Ph.D dissertation, Auburn University.
|
13 |
Kang, Y.J. and Chai, H.Y. (1994) Thin-Walled Curved Beams. I: Formulation of Nonlinear Equations, Journal of Engineering Mechanics, ASCE, Vol.120, No.10, pp. 2072-2101.
DOI
|
14 |
Richard Liew, J.Y., Thevendran, V., Shanmugam, N.E., and Tan, L.O. (1995) Behaviour and Design of Horizontally Curved Steel Beams. Journal of Constructional Steel Research, Elsevier, Vol.32, No.1, pp.37-67.
DOI
|
15 |
Shanmugam, N.E., Thevendran, V., Richard Liew, J.Y., and Tan, L.O. (1995) Experimental Study on Steel Beams Curved in Plan, Journal of Structural Engineering, ASCE, Vol.121, No.2, pp.249-259.
DOI
|
16 |
Pi, Y.-L. and Trahair, N. S. (1997) Nonlinear Elastic Behavior of I-Beams Curved in Plan. Journal of Structural Engineering, Vol.123, No.9, pp.1201-1209.
DOI
|
17 |
Pi, Y.-L., Bradford, M.A., and Trahair, N.S. (2000) Inelastic Analysis and Behavior of Steel I-Beams Curved in Plan, Journal of Structural Engineering, ASCE, Vol.126, No. 7, pp.772-779.
DOI
|
18 |
Pi, Y.-L. and Bradford, M.A. (2001) Strength Design of Steel I-Section Beams Curved in Plan. Journal of Structural Engineering, ASCE, Vol.127, No.6, pp.639-646.
|
19 |
Yoo, C.H., Kang, Y.J., and Davidson, J.S. (1996) Buckling Analysis of Curved Beams by Finite Element Discretization, Journal of Engineering Mechanics, ASCE, Vol.122, No.8, pp.762-770.
|
20 |
Nishida, S., Yoshida, H., and Fukumoto, Y. (1978) Large Deflection Analysis of Curved Members with Thin-walled Open Cross-section. 24th Symposium of Structural Engineering, pp.77-84.
|
21 |
이기세, 김승준(2016) 소수주형 수평곡선 강교량 상부구조의 자유진동 특성분석, 한국강구조학회논문집, 한국강구조학회, 제28권, 제5호, pp.365-371. (Lee K.S. and Kim, S.J. (2016) Free-vibration Characteristics of Two-I-girder Steel Bridges Curved in Plan, Journal of Korean Society of Steel Construction, KSSC, Vol.28, No.5, pp.365-371 (in Korean).)
|
22 |
강영종, 최영준(1995) 박판수평곡선보의 자유진동, 한국강구조학회논문집, 한국강구조학회, 제7권, 제4호, pp.243-252. (Kang, Y.J. and Choi, Y.J. (1995) Free Vibration of Thin-Walled Horizontally Curved Beams, Journal of Korean Society of Steel Construction, KSSC, Vol.7, No.4, pp. 243-252 (in Korean).)
|
23 |
윤기용, 강영종(1998) 유한요소법을 이용한 수평곡선 I형교의 자유진동 해석, 한국강구조학회논문집, 한국강구조학회, 제10권, 제1호, pp.47-61. (Yoon, K.Y. and Kang, Y.J. (1998) Free Vibraion Analysis of Horizontally I-Grider Bridges using the Finite Element Method, Journal of Korean Society of Steel Construction, KSSC, Vol.10, No.1, pp.47-61 (in Korean).)
|
24 |
김경식(2010) 휨과 비틀림을 동시에 받는 강/콘크리트 합성 제형 박스거더의 극한강도 상호작용, 한국강구조학회논문집, 한국강구조학회, 제22권, 제5호, pp.465-475. (Kim, K.S. (2010) Ultimate Strenegth Interaction of Steel/Concrete Composite Trapezoidal Box Girders Subjected to Concurrent Action of Bending and Torsion, Journal of Korean Society of Steel Construction, KSSC, Vol.22, No. 5, pp.465-475 (in Korean).)
|
25 |
임정현, 이기세, 김희수, 최준호, 강영종(2015) 편심하중이 작용하는 수평곡선 I형 거더의 휨-비틀림 상호작용, 한국산학기술학회논문지, 한국산학기술학회, 제16권, 제9호, pp.6385-6390. (Lim, J.-H., Lee, K.-S., Kim, H.-S., Choi, J.-H., and Kang, Y.-J. (2015) Interaction of Flexure-Torsional by eccentric Load iN Horizontal Curved 'I' Shape Girder, Journal of the Korea Academia-Industrial Cooperation Society, KAIS, Vol.16, No.9, pp.6385-6390 (in Korean).)
DOI
|
26 |
김승준, 한택희, 원덕희, 강영종(2013) 파형 복부판이 수평 곡선 I형 거더의 극한 거동에 미치는 영향, 대한토목학회논문집, 대한토목학회, 제33권, 제4호, pp.1327-1336. (Kim, S.J., Han, T.H., Won, D.H., and Kang, Y.J. (2013) Effects of Corrugated Webs on the Ultimate Behavior of Horizontally Crved I-shaped Girders, Journal of the Korean Society of Civil Engineers, KSCE, Vol.33, No.4, pp.1327-1336 (in Korean).)
DOI
|