CE 521 - Matrix Methods for Structural Analysis
- Credit Hours: 4R-0L-4C
- Term Available: F
- Graduate Studies Eligible: Yes
- Prerequisites: CE 321
- Corequisites: None
Derivation of the direct stiffness method for truss and frame elements. Derivation of the finite element method for 2D plate elements. Requires development of computer programs to implement the direct stiffness method.