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Practical formulas for curved bridge with multiple plate girders
Formulas for design of curved bridge with multiple plate girders spaced along concentrical circles are derived; loading conditions in case of torsion bending; centroid of transverse section of curved bridge; flexural properties and shear center in transverse section; torsional resistance and torsion bending constant; distributed shear forces, torsional and bending moments, in each main girder; reactions at supports; torsional function; formulas for normal and shear stress; secondary stress in I-girder bridge; stress resultants in cross girder. In Japanese with English abstract.
Practical formulas for curved bridge with multiple plate girders
Formulas for design of curved bridge with multiple plate girders spaced along concentrical circles are derived; loading conditions in case of torsion bending; centroid of transverse section of curved bridge; flexural properties and shear center in transverse section; torsional resistance and torsion bending constant; distributed shear forces, torsional and bending moments, in each main girder; reactions at supports; torsional function; formulas for normal and shear stress; secondary stress in I-girder bridge; stress resultants in cross girder. In Japanese with English abstract.
Practical formulas for curved bridge with multiple plate girders
Japan Soc Civ Engrs -- Trans
Komatsu, S. (Autor:in)
1963
9 pages
Aufsatz (Zeitschrift)
Japanisch
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