The following pages link to (Q4888659):
Displaying 12 items.
- Analysis on impact responses of unrestrained planar frame structure. I: Formula derivation (Q957646) (← links)
- Non-linear buckling analysis of a self-weighted metallic roof by FEM (Q984151) (← links)
- Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica (Q1117746) (← links)
- A nonlinear beam finite element for the post-buckling analysis of plane frames by Koiter's perturbation approach (Q1376614) (← links)
- A study on the instability problem for 3D frames (Q1817841) (← links)
- Nonlinear stiffnesses in analysis of planar frames (Q1913135) (← links)
- A reliable numerical method for simulating the post-failure behaviour of concrete frame structures (Q3129663) (← links)
- Non-linear analysis of elastic plane frames with crooked bars (Q3761787) (← links)
- Numerical analysis of a generalized plane ‘elastica’ with non-linear material behaviour (Q3775123) (← links)
- Folge‐Wöhlerlinien und Miner‐Regel in einen Stochastischen Ermüdungsmodell (Q4306821) (← links)
- (Q4349442) (← links)
- Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams (Q6173259) (← links)