Displacement bounds for beam-columns with initial curvature subjected to transient loads
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation
Reference8 articles.
1. The Dynamic Stability of Elastic Systems;Bolotin,1964
2. Displacement bounds for dynamically loaded elastic structures;Martin;J. Mech. Engr Sci.,1969
3. Parametric vibration response of columns;Anderson;J. Engr Mech. Div.,1969
4. Discussion of parametric vibration response of columns;Krajcinovic;J. Engr Mech. Div.,1970
5. Stability of columns subject to impulsive loading;Holzer;J. Engr Mech. Div.,1969
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1. Stability and Response Bounds for Structures Under Dynamic Loads;Global Analysis of Nonlinear Dynamics;2012
2. The Concept of Dynamic Stability;Dynamic Stability of Suddenly Loaded Structures;1990
3. Response bounds for lumped vibrational systems with time-dependent parameters;Journal of Sound and Vibration;1989-07
4. Stability and response of asymmetric dynamic systems with time dependent parameters via Liapunov's method;30th Structures, Structural Dynamics and Materials Conference;1989-04-03
5. A worst balance analysis of flexible rotating shafts;Journal of Sound and Vibration;1974-08
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