Pages that link to "Item:Q2897100"
From MaRDI portal
The following pages link to Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli-Euler column buckling (Q2897100):
Displaying 16 items.
- Interesting activities discovery for moving objects based on collaborative filtering (Q459841) (← links)
- An adaptive FEM for buckling analysis of nonuniform Bernoulli-Euler members via the element energy projection technique (Q459973) (← links)
- Nonlinear stability and convergence of two-step Runge-Kutta methods for neutral delay differential equations (Q473976) (← links)
- Buckling analyses of axially functionally graded nonuniform columns with elastic restraint using a localized differential quadrature method (Q474127) (← links)
- Solution of regular second- and fourth-order Sturm-Liouville problems by exact dynamic stiffness method analogy (Q512760) (← links)
- An exact dynamic stiffness formulation for predicting natural frequencies of moderately thick shells of revolution (Q1720874) (← links)
- Analytical modeling of the coupled nonlinear free vibration response of a rotating blade in a gas turbine engine (Q1790287) (← links)
- Free vibration analysis for shells of revolution using an exact dynamic stiffness method (Q1793172) (← links)
- A solution method for Euler-Bernoulli vibrating discontinuous beams (Q1939824) (← links)
- Vibration analysis of mobile phone mast system by Rayleigh method (Q2284551) (← links)
- A novel stiffness/flexibility-based method for Euler-Bernoulli/Timoshenko beams with multiple discontinuities and singularities (Q2293418) (← links)
- Dynamic buckling of an imperfect elastoplastic beam subjected to an impulsive load analyzed using transport equations (Q2293816) (← links)
- A new efficient method to evaluate exact stiffness and mass matrices of non-uniform beams resting on an elastic foundation (Q2511637) (← links)
- Dynamic stiffness for piecewise non-uniform Timoshenko column by power series. I: Conservative axial force. II: Follower force (Q2729178) (← links)
- Vibration And Dynamic Sensitivity Analysis Of A Timoshenko Beam-Column With Elastically Restrained Ends And Intermediate Constraints (Q4241566) (← links)
- Exact determinant for infinite order FEM representation of a Timoshenko beam–column via improved transcendental member stiffness matrices (Q4736692) (← links)
