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A CATASTROPHIC MODEL FOR VIBRATIONAL BUCKLING OF ELASTIC ARCHES 被引量:1
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作者 沈茂山 魏德敏 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1990年第12期1171-1174,共4页
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,... 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. 展开更多
关键词 CATASTROPHE cuspcatastrophe HYSTERESIS inaccessibility bifurcation set
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