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Jan 1, 2007

Evolution of the Continuous Truss Bridge

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Publication: Journal of Bridge Engineering
Volume 12, Issue 1

Abstract

This paper traces the international evolution of mathematical theory and construction processes that affected the design, construction, and use of continuous truss bridges in the United States. It covers the evolution from intuitive designs in wood and iron of the early 19th century to the mathematically rigorous designs of long-span continuous steel trusses in the late 19th and early 20th centuries.

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References

Castigliano, C. A. P. (1875). Theorie de l’equilibre des systems elastiques et ses application, Negro, Turin, Italy, E. S. Andrews, translator, London.
Church, I. P. (1910). Mechanics of internal work (or work of deformation) in elastic bodies and systems in equilibrium, including the method of least work.
Cilley, F. (1904). “General methods for the calculation of statically indeterminate bridges as used in the check calculations for designs for the Manhattan Bridge and the Blackwell’s Bridge, New York.” Trans. Am. Soc. Civ. Eng., 53, 413–451.
Clapyeron, B. P. E. (1858). Mémoires sur le travail des forces élastiques dans un corps solide élastique défromé par l’action de force extérieures, Comptes rendus hebdomadaire des Séances de l’ Académie des Sciences, Paris.
Clark, E. (1850). The Britannia and Conway tubular bridges, Day and Son, London.
Coulomb, C. A. (1773). “Essai Sur une application des règles de Maximis et Minimis à quelques Problèmes de Statique, relatifs à l’ Architecture.” Mèmoires de Mathèmatique et de Physique presentès à l’Académie Royale des Sciences par divers Savans, et lûs dans ses Assemblès, Vol. 7, Paris, 343–382.
Engineering News. (1887a). Oct. 1, 236.
Engineering News. (1887b). Oct. 1, 238.
Engineering News. (1887c). Oct. 8, 254.
Engineering News. (1887d). Oct. 8, 255.
Engineering News Record. (1918). May 2.
Engineering News Record. (1929). Nov. 21, 796.
Engineering Record. (1915a). June 26, 793.
Fairbairn, W. (1849). An account of the construction of the Britannia and Conway tubular bridges, Weale, London.
Fairbairn, W. (1850). “On tubular girder bridges.” Proc., Institution of Civil Engineers, Paper No. 826, Institution of Civil Engineers, London, 223–286.
Griot, G. (1904). Kontinuierliche trager tabellen Griot, Zurich, Switzerland.
Griggs, F. E. (2002). “Kentucky River High Bridge.” J. Bridge Eng., 7(2), 73–84.
Hool, G., and Kinne, W. S. (1924). Movable and long span steel bridges, McGraw-Hill, New York, 201.
Johnson, J. B., Bryan, C. W., and Turneaure, F. E. (1906). Modern framed structures, Wiley, New York, 153.
Kleinert, A. (1933). “Design and construction of the French King Bridge on the Mohawk Trail route across the Connecticut River, Massachusetts.” J. Boston Soc. Civ. Eng., 20(6), 117–135.
Lindenthal, G. (1903). Blackwell’s Island Bridge in the City of New York, New York Dept. of Bridges, New York.
Lindenthal, G. (1922). “The continuous truss bridge over the Ohio River at Sciotoville, Ohio of the Chesapeake and Ohio Northern Railway.” Trans. Am. Soc. Civ. Eng., 75, 910–975.
Long, S. H. (1830). “Directions to builders of the Jackson Bridge.” 20.
Long, S. H. (1836). “Instructions to bridge builders.” 24, 39–41.
Merriman, M. (1875). “On the flexure of continuous girders.” Philos. Mag., 50, 179–191.
Merriman, M., and Jacoby, H. (1898). Roofs and bridges, Part IV, Wiley, New York.
Merriman, M., and Jacoby, H. (1907). Roofs and bridges, Part IV, Wiley, New York.
Moisseff, L. (1905). Engineering News, Feb. 16, 171.
Moseley, H. (1843). The mechanical principles of engineering and architecture, Longman, London.
Navier, C. L. V. H. (1826). Resumes des lecons donnees a L’ Ecole des Ponts et Chaussees sur l’application de la mecanique a l’etablissement des constructions et des machine, Didot, Paris.
“Proposed St. Lawrence Bridge at Lachine.” (1886). Railroad Gazette, May 28, 362.
Spofford, C. M. (1915). The theory of structures, McGraw-Hill, New York.
Spofford, C. M. (1933). “Lake Champlain Bridge.” Trans. Am. Soc. Civ. Eng., 98, 622–659.
Spofford, C. M. (1935). “Little Bay and Bellamy River Bridges.” J. Boston Soc. Civ. Eng., 22(6), 1–21.
Spofford, C. M. (1937). Theory of continuous structures and arches, McGraw-Hill, New York.
Strachan, R. (1905). Engineering News, Feb. 16, 178.
Steinman, D. B. (1915b). Engineering Record, June 26, 799.
Swain, G. (1883). “On the application of the principle of virtual velocities to the determination of the deflections and stresses of frames.” J. Franklin Inst., 115, 102–115.
Waddell, J. A. L. (1916). Bridge engineering, Wiley, New York, 586.
Whipple, S. (1847). A work on bridge building consisting of two essays. The one elementary and general, the other giving original plans and practical details for iron and wooden bridges, Curtis, Utica, N.Y.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 1January 2007
Pages: 105 - 119

History

Received: Feb 23, 2005
Accepted: Nov 14, 2005
Published online: Jan 1, 2007
Published in print: Jan 2007

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Francis E. Griggs Jr., Ph.D., F.ASCE
30 Bradt Rd., Rexford, NY 12148. E-mail: [email protected]

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