• Magazine of the Korea Concrete Institute
• /
• v.28 no.1
• /
• pp.31-35
• /
• 2016

• Magazine of the Korea Concrete Institute
• /
• v.6 no.5
• /
• pp.65-72
• /
• 1994

• Magazine of the Korea Concrete Institute
• /
• v.13 no.5
• /
• pp.18-27
• /
• 2001

• Magazine of the Korea Concrete Institute
• /
• v.7 no.1
• /
• pp.68-72
• /
• 1995

• Magazine of the Korea Concrete Institute
• /
• v.5 no.4
• /
• pp.20-27
• /
• 1993

• Magazine of the Korea Concrete Institute
• /
• v.16 no.1 s.78
• /
• pp.22-32
• /
• 2004

• Magazine of the Korea Concrete Institute
• /
• v.10 no.4
• /
• pp.46-52
• /
• 1998

• Magazine of the Korea Concrete Institute
• /
• v.8 no.5
• /
• pp.5-12
• /
• 1996

• Magazine of the Korea Concrete Institute
• /
• v.8 no.5
• /
• pp.35-44
• /
• 1996

• Proceedings of the Korea Concrete Institute Conference
• /
• 1993.04a
• /
• pp.207-212
• /
• 1993

Rail carrying structures in international routes as well as domestic ones shall be designed to carry HL(High Speed Railway live Load) loads, The loads shall be placed in the most unfavourable position for the part of the structure in question. In general, influence lines may be used to determine the maximum bending moments and maximum shear forces in the reinforced concrete rahmen bridge structures. In this study, based on the finite element analysis, equivalent distributed loads of HL loading for design of the rahmen bridges are deterimined.