Pages that link to "Item:Q3330689"

The following pages link to On computational procedures for the force method (Q3330689):

Displaying 43 items.

• Efficient finite element analysis of models comprised of higher order triangular elements (Q368172) (← links)
• A powerful force-based approach for the limit analysis of three-dimensional frames (Q398030) (← links)
• An orthogonal self-stress matrix for efficient analysis of cyclically symmetric space truss structures via force method (Q615783) (← links)
• Efficient finite element analysis using graph-theoretical force method; rectangular plane stress and plane strain Lagrange family elements (Q669335) (← links)
• Inverse matrix representation with one triangular array (Q796247) (← links)
• An algorithm to compute a sparse basis of the null space (Q799342) (← links)
• A new four-node quadrilateral plate bending element for highly sparse and banded flexibility matrices (Q846100) (← links)
• An equivalent definition of the histogram of forces: theoretical and algorithmic implications (Q962737) (← links)
• Matrix analysis of a one-dimensional discrete problem (forces in a pressed sleeve splice) (Q1061549) (← links)
• Generation of the compatibility matrix in the integrated force method (Q1061557) (← links)
• Convergence of a direct-iterative method for large-scale least-squares problems (Q1064737) (← links)
• Algorithms and experiments for structural mechanics on high-performance architectures (Q1087382) (← links)
• Suboptimal cycle bases of graphs for the flexibility analysis of skeletal structures (Q1122399) (← links)
• Time-dependent viscous incompressible Navier-Stokes equations: The finite difference Galerkin formulation and streamfunction algorithms (Q1124442) (← links)
• Construction of null bases for the divergence operator associated with incompressible Navier-Stokes equations (Q1188416) (← links)
• On the automation of the force method in the optimal plastic design of frames (Q1371760) (← links)
• A direct flexibility method (Q1387982) (← links)
• The construction of a null basis for a discrete divergence operator (Q1899947) (← links)
• The derivation of minimal support basis functions for the discrete divergence operator (Q1903654) (← links)
• An efficient algorithm for sparse null space basis problem using ABS methods (Q1944750) (← links)
• Sizing optimization of truss structures by method of centers and force formulation (Q1959985) (← links)
• A null-space approach for large-scale symmetric saddle point systems with a small and non zero \((2, 2)\) block (Q2159428) (← links)
• Sparse self-stress matrices for the finite element force method (Q2712710) (← links)
• Self-force: Computational Strategies (Q2804117) (← links)
• Bandwidth reduction of rectangular matrices (Q3136817) (← links)
• Efficient graph-theoretical force method for two-dimensional rectangular finite element analysis (Q3399218) (← links)
• Minimal cycle basis of graph products for the force method of frame analysis (Q3523987) (← links)
• Analysis of frames by substructuring technique based on using algebraic and graph methods (Q3537561) (← links)
• Structural variation theorems extended to integrated force method for the analysis of skeletal structures (Q3583559) (← links)
• The d'Alembert-Lagrange principal equations and applications to floating flexible systems (Q3617476) (← links)
• Numerical Solution of Navier–Stokes Problems by the Dual Variable Method (Q3694623) (← links)
• A Parallel Block Iterative Scheme Applied to Computations in Structural Analysis (Q3757283) (← links)
• Computing a Sparse Basis for the Null Space (Q3774827) (← links)
• The Null Space Problem II. Algorithms (Q3783422) (← links)
• TOTAL ORTHOGONALIZATION OF REDUNDANTS IN THE FORCE METHOD (Q4364280) (← links)
• The force method revisited (Q4493648) (← links)
• Damage Identification of Truss Structures Based on Force Method (Q5153196) (← links)
• An efficient graph theoretical method for plate bending finite element analysis via force method (Q5190551) (← links)
• An efficient graph‐theoretical force method for three‐dimensional finite element analysis (Q5302290) (← links)
• A comparative study of algorithms for minimal cycle bases for efficient force method of frame analysis (Q5435434) (← links)
• Displacement‐based partitioned equations of motion for structures: Formulation and proof‐of‐concept applications (Q6082639) (← links)
• A partitioned flexibility (PartFlex) method for structural analysis (Q6588312) (← links)
• Sequential hierarchical least-squares programming for prioritized non-linear optimal control (Q6644995) (← links)