Dr. Riza Yosia Sunindijo (University of New South Wales, Sydney, AUSTRALIA, SCOPUS ID = 21741351400)
Prof. Dr. Masyhur Irsyam (Bandung Institute of Technology, Bandung, INDONESIA,SCOPUS ID = 6505844516)
Dr. Dradjat Hoedajanto (Indonesian Society of Civil and Structural Engineers, INDONESIA)
Dr. Andi (Petra Christian University, Surabaya, INDONESIA, SCOPUS ID = 7409720298)
Dr. Elisa Lumantarna (University of Melbourne, Melbourne, AUSTRALIA, SCOPUS ID = 6504537022)
Dr. Kardi Teknomo (Ateneo de Manila University, Quezon City, PHILIPPINES, SCOPUS ID = 14012002200) Dr. Antoni (Petra Christian University, Surabaya, INDONESIA, SCOPUS ID = 12796152500) Dr. Hartanto Wibowo (Iowa State University, Ames, USA, SCOPUS ID = 35249850200) Dr.Dario Rosidi (CH2M HILL Corporation, Oakland, USA, United States, SCOPUS ID = 6506775115) Dr. Muslinang Moestopo (Indonesian Society of Civil and Structural Engineers, INDONESIA, SCOPUS ID = 36696777500)
Ir. Johannes I. Suwono, M.Eng. (Geotechnical Engineering, Civil Engineering Department, Petra Christian University, INDONESIA)
Dr. Gogot Setyo Budi (Petra Christian University, Surabaya, INDONESIA, SCOPUS ID = 57170817700)
Buckling of a through girder generally is predicted by the so called U-frame approach which treats the compressed top flanges as compression members restrained elastically by the web stiffness. This study used a line-type finite element analysis to examine buckling behaviour of through girders, both a single span girder and a continuous girder. The elastic buckling loads were plotted for a range of span to height ratio.