作者: H. R. Milner
DOI: 10.1007/978-3-7091-2912-8_2
关键词: Mathematical analysis 、 Mathematics 、 Critical load 、 Potential energy 、 Finite element method 、 Bounding overwatch 、 Stability (probability) 、 Structural stability 、 Virtual displacement 、 Discrete system
摘要: This paper describes the general features of structural stability problems and pays particular attention to eigen-analysis. Both non-linear eigen solutions are presented linear which arise out minimum total potential energy formulations such as with finite element method. By examination properties Rayleigh Quotients various summation bounding theorems can be derived from these towards end paper.