Research Article
Jan 1963
Deflection Theory of Arches
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
Influence coefficient expressions are developed in matrix form for all section forces of an arch. The influence coefficients include the effects of the vertical and horizontal displacements of the arch axis and, of course, the effects of bending and shear deformations and rib shortening. Temperature and inelasticity effects are referred to correction terms. The practical usefulness of this method is based largely on the fact that total horizontal force is selected for “iteration parameter.” Iterations often become superfluous because live load variations and arch displacements exert little influence on this parameter.
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Published In
Transactions of the American Society of Civil Engineers
Volume 128 • Issue 2 • January 1963
Pages: 307 - 331
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© 1963 American Society of Civil Engineers.
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Published in print: Jan 1963
Published online: Feb 10, 2021
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Authors
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Sven Olof Asplund, F.ASCE
Prof., Chalmers Inst. of Tech., Gothenburg, Sweden
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