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.

Creator(s)

• (99-005) Hasan Santoso

Contributor(s)

-

Publisher

Universitas Kristen Petra; 2000

Language

English

Category

jou – Journal

Sub Category

-

Source

Dimensi Teknik Sipil Vol. 2, No. 1, Maret 2000: 37 - 42; Hasan Santoso (99-005)

Subject(s)

• BUCKLING (MECHANICS)

File(s)

• jiunkpe-ns-jou-2000-99-005-2250-girders-resource1.pdf