Energy Approach For Dynamic Buckling Of An Undamped Arch Model Under Step Loading With Infinite Duration

World Scientific Publ Co Pte Ltd
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Journal Article
International Journal of Structural Stability and Dynamics, 2010, 10 (3), pp. 411 - 439
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Performing a dynamic buckling analysis of structures is more difficult than carrying out its static buckling analysis counterpart. Some structures have a nonlinear primary equilibrium path including limit points and an unstable equilibrium path. They may
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