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October 1949
Research Article|
October 01 1949
CORRESPONDENCE. THE EFFECT OF STATIC AND DYNAMIC LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE.
Publisher: Emerald Publishing
Online ISSN: 1753-7835
Print ISSN: 0368-2455
© 1949 Thomas Telford Ltd
1949
Journal of the Institution of Civil Engineers (1949) 32 (Supplement 8): 550–551.
Citation
OCKLESTON AJ, BALLANTINE JC (1949), "CORRESPONDENCE. THE EFFECT OF STATIC AND DYNAMIC LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE.". Journal of the Institution of Civil Engineers, Vol. 32 No. Supplement 8 pp. 550–551, doi: https://doi.org/10.1680/IJOTI.1949.12977
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Suggested Reading
THE USE OF REINFORCED CONCRETE ON THE WABASH RAILROAD, USA. (INCLUDING APPENDIXES AND PLATE).
Minutes of the Proceedings of the Institution of Civil Engineers (January,1910)
CORRESPONDENCE. A PRE-CAST REINFORCED CONCRETE UNDERLINE RAILWAY BRIDGE.
Journal of the Institution of Civil Engineers (October,1938)
THE LATERAL BUCKLING OF TIED ARCHES.
Proceedings of the Institution of Civil Engineers (July,1954)
CORRESPONDENCE. THE USE OF REINFORCED CONCRETE ON THE WABASH RAILROAD, USA.
Minutes of the Proceedings of the Institution of Civil Engineers (January,1910)
DISCUSSION. AN EXPERIMENTAL STUDY OF A MODEL TIED-ARCH BRIDGE.
Proceedings of the Institution of Civil Engineers (June,1961)
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