Pages that link to "Item:Q414131"
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The following pages link to Analysis of nonlinear stability and post-buckling for Euler-type beam-column structure (Q414131):
Displaying 7 items.
- Stability analysis of nonlocal elastic columns with initial imperfection (Q460471) (← links)
- Post-buckling analysis of non-prismatic columns under general behaviour of loading (Q873497) (← links)
- Buckling analysis of pre-cracked beam-columns by Lyapunov's second method (Q875570) (← links)
- Improved canonical dual finite element method and algorithm for post-buckling analysis of nonlinear Gao beam (Q1696981) (← links)
- Flexural torsional buckling of uniformly compressed beam-like structures (Q1790149) (← links)
- Hamiltonian modelling and buckling analysis of a nonlinear flexible beam with actuation at the bottom (Q2831112) (← links)
- ON STATIC STABILITY OF NONLINEARLY ELASTIC EULER'S COLUMNS OBEYING THE MODIFIED LUDWICK'S LAW (Q2972630) (← links)