Analysis of thin elastic shallow shell on nonhomogeneous foundation by Green's function method
Abstract
In the analysis, the fundamental solutions of plate bending and plane stress problems are used in place of shallow shell’s. By incorporating boundary conditions a set of condensed linear equations can be established to give deflection and internal forces. Such procedure can be easily implemented on small computers. A satisfactory solution can be obtained rapidly for shallow shell on nonhomogeneous foundation with various configuration and boundary conditions, even for shallow shell with internal supports.
Fields of Study & Subjects
Composite Structure Analysis and Optimization
Elasticity and Wave Propagation
Soil
Finite Element Methods
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 123–128
- Publication date
- 10 February 2026
- Language
- EN
- Document type
- Book chapter