http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Analysis of continuous box girder bridges without interior diaphragms
School of Civil Engineering, University of New South Wales
Continuous box girder bridges without interior diaphrams. Stress analysis. Use of folded plate theory. Research reports (ANB/PRECIS SIN 60022290x)