Elasto‐plastic large deformation analysis of space‐frames: A plastic‐hinge and stress‐based explicit derivation of tangent stiffnesses
- 1 March 1988
- journal article
- research article
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 26 (3) , 589-615
- https://doi.org/10.1002/nme.1620260306
Abstract
No abstract availableThis publication has 9 references indexed in Scilit:
- Kinematics and dynamics of rigid and flexible mechanisms using finite elements and quaternion algebraComputational Mechanics, 1988
- An explicit expression for the tangent-stiffness of a finitely deformed 3-D beam and its use in the analysis of space framesComputers & Structures, 1986
- Collapse Analysis Of Framed Offshore StructuresPublished by Society of Petroleum Engineers (SPE) ,1986
- Large Rotations in Problems of Structural MechanicsPublished by Springer Nature ,1986
- A simplified finite element method for large deformation, post‐buckling analyses of large frame structures, using explicitly derived tangent stiffness matricesInternational Journal for Numerical Methods in Engineering, 1986
- Finite element analysis of two- and three-dimensional elasto-plastic frames—the natural approachComputer Methods in Applied Mechanics and Engineering, 1982
- Nonlinear static and dynamic analysis of framed structuresComputers & Structures, 1979
- Nonlinear dynamics by mode superpositionComputer Methods in Applied Mechanics and Engineering, 1976
- Temporal Operators for Nonlinear Structural Dynamics ProblemsJournal of the Engineering Mechanics Division, 1972