TECHNICAL PAPERS
Apr 1, 1984
Dynamic Analysis of Arches Using Lagrangian Approach
Authors: Aldo Raithel and Claudio FranciosiAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 110, Issue 4
Abstract
Research of frequencies and modes of vibration of an arch is pursued, using the method of reducing the structure to a conservative rigid‐elastic system. The role of the reductive matrix of the strain energy is clearly shown. Finally, the loads resulting from earthquakes are investigated using dynamic analysis. It is shown that, when a horizontal earthquake occurs, skew‐symmetric vertical loads are set up; they are more dangerous; for shallow arches, than horizontal loads.
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References
1.
Baldacci, R., Ceradini, G., and Giangreco, E., “Dinamica e Stabilità,” Italsider, Genova, 1971.
2.
Henrych, J., The Dynamics of Arches and Frames, Elsevier, Amsterdam, 1981.
3.
Raithel, A., and Franciosi, C., “The Stability of Arches in the Lagrangian Approach,” to appear.
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Published In
Journal of Structural Engineering
Volume 110 • Issue 4 • April 1984
Pages: 847 - 858
Copyright
Copyright © 1984 ASCE.
History
Published online: Apr 1, 1984
Published in print: Apr 1984
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Authors
Affiliations
Aldo Raithel
Prof. of Bridge Constructions, Faculty of Engrg., Univ. of Naples, Naples, Italy
Claudio Franciosi
Engr., Faculty of Engrg., Univ. of Naples, Naples, Italy
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