Pages that link to "Item:Q1892683"
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The following pages link to On the derivation and possibilities of the secant stiffness matrix for nonlinear finite element analysis (Q1892683):
Displaying 12 items.
- The incremental stiffness matrix and total quantum stiffness in nonlinear analysis (Q807191) (← links)
- A critical displacement approach for predicting structural instability (Q1371897) (← links)
- A novel constrained LArge Time INcrement method for modelling quasi-brittle failure (Q2450025) (← links)
- Combination of the critical displacement method with a damage model for structural instability analysis (Q2739097) (← links)
- Improved Secant Matrices for the Postbuckling Analysis of Thin Composite Plates (Q3074869) (← links)
- Geometric nonlinear analysis of planar beam structures based on incremental secant stiffness (Q3180533) (← links)
- Variable order secant matrix technique applied to the elastic postbuckling of arches (Q3523991) (← links)
- (Q3645864) (← links)
- Symmetry of the stiffness matrices for geometrically non-linear analysis (Q3988965) (← links)
- A general procedure for deriving symmetric expressions for the secant and tangent stiffness matrices in finite element analysis (Q4216466) (← links)
- Direct computation of instability points with inequality constraints using the FEM (Q4467637) (← links)
- Analytical stiffness matrices with Green–Lagrange strain measure (Q5711748) (← links)
