Lateral-Torsional Buckling Strength of Steel Twin Girder Bridges Under Erection.

Accession number;99A0228802
Title;Lateral-Torsional Buckling Strength of Steel Twin Girder Bridges Under Erection.
Author; HOTTA TSUYOSHI (Dainihon Konsarutanto) NAITO JUN'YA (Osaka Univ., Grad. Sch.) NISHIMURA NOBUO (Osaka Univ., Grad. Sch.)
Journal Title;Proceedings of JSCE (Japan Society of Civil Engineers)
Journal Code:F0028A
ISSN:0289-7806
VOL.;NO.612;PAGE.287-296(1999)
Figure&Table&Reference;FIG.15, TBL.2, REF.15
Pub. Country;Japan
Language;Japanese
Abstract;In this paper, the safety to overall lateral-torsional buckling and the lateral-torsional buckling of the main girders between the cross girders is examined for the erection of the steel twin girder bridges before the concrete slab is harden. Using the elasto-plastic finite displacement analysis to the structural system under erection, which have changed distance of main girders, or cross girders. To the lateral-torsional buckling, the proper parameters are established and the relation between the buckling strength and parameters are considered. And, the safety to initial deflection, the lateral-torsional buckling and the reaction force is examined in the case of the incremental launching method. (author abst.)