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이종순(Jong-Soon Lee),주환중(Hwan-Joong Joo),신재열(Jai-Yeoul Shin),윤성순(Sung-Sun Yoon),박선희(Sun-Hee Park),남형모(Hyoung-Mo Nam) 한국철도학회 2011 한국철도학회 학술발표대회논문집 Vol.2011 No.5
Application of long-span bridge, which is affected by parameters such as span length, shoe boundary condition, track property and stiffness of superstructure and substructure etc., can vary. Especially, by CWR aspects of the axial force, long-span high speed railway bridges are limited at type and span length. In this study, in terms of CWR axial force, the long-span high-speed railway bridges without REJ(Rail Expansion Joint) is to propose the bridge type. Various Parameters analysis performed for the proposed type(Arch bridge, Cable-stayed bridge).