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Volume 3, Issue 4
1 July 1954
Proceedings of the Institution of Civil Engineers Cover Image for Volume 3, Issue 4
Research Article| July 01 1954

A STUDY OF THE BOWSTRING ARCH HAVING EXTENSIBLE SUSPENSION RODS AND DIFFERENT RATIOS OF TIE-BEAM TO ARCH-RIB STIFFNESS.

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Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1954
Proceedings of the Institution of Civil Engineers (1954) 3 (4): 515–563.
https://doi.org/10.1680/ipeds.1954.12585

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First page of A STUDY OF THE BOWSTRING ARCH HAVING EXTENSIBLE SUSPENSION RODS AND DIFFERENT RATIOS OF TIE-BEAM TO ARCH-RIB STIFFNESS.
Keywords: BOWSTRING, ARCHES, SUSPENSION, RODS, RATIOS, TIES, BEAMS, TIE BEAMS, ARCHES, RIBS, STIFFNESS, METHODS, STRAIN, MEASUREMENT, INFLUENCE, COEFFICIENTS, EQUATIONS, ANALYSIS, MEMBRANES, EXPERIMENTS
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© Thomas Telford and ICE
1954
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