Abstract
This paper represents an attempt at the application of catastrophe theory to the dynamic stability of engineering structures. The authors not only obtain a catastrophic model of vibrational buckling of elastic arches, but also give the critical condition of losing stability.
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Communicated by Yang Gui-tong
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Mao-shan, S., De-min, W. A catastrophic model for vibrational buckling of elastic arches. Appl Math Mech 11, 1171–1174 (1990). https://doi.org/10.1007/BF02016620
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DOI: https://doi.org/10.1007/BF02016620