A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of curved bridge slabs is presented; deflected form is expressed as Fourier series in spanwise direction, coefficients being functions of radial direction only; by expressing loads as corresponding series, concentrated loads may be incorporated in solution as discontinuity in shear force along load line; theoretical values of deflections and moments are compared with results from tests on model structures.
Analysis of curved bridge slabs is presented; deflected form is expressed as Fourier series in spanwise direction, coefficients being functions of radial direction only; by expressing loads as corresponding series, concentrated loads may be incorporated in solution as discontinuity in shear force along load line; theoretical values of deflections and moments are compared with results from tests on model structures.
Analysis of curved bridge decks
Instn Civ Engrs -- Proc
1967
11 pages
Article (Journal)
English
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Steel box‐girder bridge decks with curved bottom flange
| Wiley | 2020
NTIS | 1966
| NTIS | 1976
| TIBKAT | 1976