Pages that link to "Item:Q3829178"
From MaRDI portal
The following pages link to Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method (Q3829178):
Displaying 14 items.
- Geometrically nonlinear analysis of space frames by an incremental iterative technique (Q801733) (← links)
- Geometrically nonlinear analysis of beam structures via hierarchical one-dimensional finite elements (Q1720979) (← links)
- Geometrical nonlinear analysis based on optimization technique (Q2294924) (← links)
- The postbuckling performance of sandwich and composite shells with in-plane shear nonlinearity and unsymmetric layers (Q2564599) (← links)
- Automated solution procedures for negotiating abrupt nonlinearities and branch points (Q2721456) (← links)
- An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations. (Q2763358) (← links)
- Second-order analysis for design of glass-supporting and pre-tensioned trusses (Q2845993) (← links)
- Pushover analysis by one element per member for performance-based seismic design (Q2846002) (← links)
- A NEW APPROACH FOR CONVERGENCE ACCELERATION OF ITERATIVE METHODS IN STRUCTURAL ANALYSIS (Q2971840) (← links)
- Variable order secant matrix technique applied to the elastic postbuckling of arches (Q3523991) (← links)
- A computational method for the inelastic postbuckling of steel space structures with bolt slip (Q6492883) (← links)
- An efficient strategy for solving structural nonlinear equations by combining the orthogonal residual method and normal flow technique (Q6493217) (← links)
- A stiffness parameter and truncation error criterion for adaptive path following in structural mechanics (Q6497699) (← links)
- A finite-strain gradient-inelastic beam theory and a corresponding force-based frame element formulation (Q6555252) (← links)
