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Torsional Properties of Composite Steel Bridge Members
The analysis of curved composite highway bridges requires the torsional properties of composite girders. Several reports have been written describing the application of 'Thin Walled Theory' given by Vlasov to composite beams. Application of this theory to composite beams resulted in a series of equations given in Chapter II. These equations were then applied in evaluating torsional properties of typical composite highway girders. A series of tables are presented, listing all pertinent properties. (Author)
Torsional Properties of Composite Steel Bridge Members
The analysis of curved composite highway bridges requires the torsional properties of composite girders. Several reports have been written describing the application of 'Thin Walled Theory' given by Vlasov to composite beams. Application of this theory to composite beams resulted in a series of equations given in Chapter II. These equations were then applied in evaluating torsional properties of typical composite highway girders. A series of tables are presented, listing all pertinent properties. (Author)
Torsional Properties of Composite Steel Bridge Members
J. T. C. Kuo (Autor:in) / C. P. Heins (Autor:in)
1970
143 pages
Report
Keine Angabe
Englisch
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