Sensitivity analysis of frame structures (virtual distortion method approach)

International Journal for Numerical Methods in Engineering

Volumn 50, Issue 6, 2001, Pages 1307-1329

  Putresza, Jaroslaw T ^a   Kolakowski, Przemyslaw ^a  

^a ATKINS   (United Kingdom)

Author keywords

Frame structures; Sensitivity analysis; Structural optimization

Indexed keywords

ELASTOPLASTICITY; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS; YIELD STRESS;

INFLUENCE MATRIX; VIRTUAL DISTORTION METHOD;

STRUCTURAL FRAMES;

FRAME;

EID: 0035961281     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/1097-0207(20010228)50:6<1307::AID-NME38>3.0.CO;2-Q     Document Type: Article

References (13)

1. Variational approach by means of adjoint systems to structural optimisation and sensitivity analysis, Part I: Variation of material parameters within fixed domain
2. Variational approach by means of adjoint systems to structural optimisation and sensitivity analysis, Part II: Structure shape variation
3. Recent developments in structural sensitivity analysis
4. Implementation of design sensitivity analysis with existing finite element codes
5. Physically-based sensitivity derivatives for structural analysis programs
6. Incremental finite element sensitivity analysis for non-linear mechanics applications
7. A computational method for design sensitivity analysis of elasto-plastic structures
8. Sensitivity analysis of truss structures (virtual distortion method approach)