Pages that link to "Item:Q1971474"
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The following pages link to A consistent finite element formulation for linear buckling analysis of spatial beams (Q1971474):
Displaying 11 items.
- A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams (Q1579621) (← links)
- A corotational formulation for thin-walled beams with monosymmetric open section (Q1595388) (← links)
- On invariance of spatial isogeometric Timoshenko-Ehrenfest beam formulations for static analysis (Q2136720) (← links)
- Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195) (← links)
- Some notes on finite element buckling formulations for beams (Q3124654) (← links)
- Finite element analysis of lateral buckling for beam structures (Q3129725) (← links)
- Dynamic continuum modeling of beamlike space structures using finite-element matrices (Q3479592) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) (Q4500609) (← links)
- Investigation of buckling of rectilinear beams with additional constraint at an arbitrary internal point (Q5044909) (← links)
- Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams (Q5949105) (← links)
- Meshfree method for geometrical nonlinear analysis of curved and twisted beams using a three-dimensional finite deformation theory (Q6493311) (← links)
