Response of a completely free beam on a tensionless Pasternak foundation subjected to dynamic load

Keyphrases

• Free-free Beam 100%
• Dynamic Load 100%
• Tensionless 100%
• Pasternak Foundation 100%
• Governing Equation 50%
• Static Loading 50%
• Uniformly Distributed Load 50%
• Dynamic Response 50%
• Two-parameter 50%
• Numerical Results 50%
• Two-parameter Foundation 50%
• Concentrated Load 50%
• Nonlinear Behavior 50%
• Elastic Beam 50%
• Static Response 50%
• Dynamic Loading 50%
• Load Case 50%
• Nonlinear Governing Equation 50%
• Lift-off 50%
• Iterative Procedure 50%
• Beam-foundation System 50%
• Complete Contact 50%

Engineering

• Dynamic Loads 100%
• Distributed Load 50%
• Static Loading 50%
• Dynamic Response 50%
• Concentrated Load 50%
• Nonlinear Behavior 50%
• Static Response 50%
• Loading Case 50%
• Iterative Procedure 50%
• Elastic Beam 50%
• Boundary Condition 50%