ULTIMATE STRENGTH FORMULA FOR CENTRAL-ARCH-GIRDER BRIDGES
Extending the slenderness parameter concept, it is shown that the ultimate strength of central-arch-girder bridges subjected to in-plane distributed loads can be predicted by column strength formulas. The proposed formulas are shown to be sufficiently accurate for preliminary design purposes.
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Corporate Authors:
Japan Society of Civil Engineers
1-chome, Yotsuya, Shinjuku-ku
Tokyo, Japan 160-0004 -
Authors:
- Sakimoto, T
- Komatsu, S
- Publication Date: 1983-5
Media Info
- Features: References;
- Pagination: p. 183-186
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Serial:
- Japan Society of Civil Engineers, Journal
- Issue Number: 333
- Publisher: Japan Society of Civil Engineers
Subject/Index Terms
- TRT Terms: Arch bridges; Box girder bridges; Columns; Forecasting; Formulas; Girder bridges; Load limits; Loads; Simulation; Ultimate strength
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00393363
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: May 31 2003 12:00AM