A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Abstract A structural system reliability analysis of a typical jacket platform is presented. The nonlinear behaviour of the braces has been taken into account by an incremental load formulation in differential form. The first order Taylor expansion of limit states for a piece-wise linear structure with random stiffnesses, is established. To illustrate the formulation, a simple example with two brace elements has been given.
Abstract A structural system reliability analysis of a typical jacket platform is presented. The nonlinear behaviour of the braces has been taken into account by an incremental load formulation in differential form. The first order Taylor expansion of limit states for a piece-wise linear structure with random stiffnesses, is established. To illustrate the formulation, a simple example with two brace elements has been given.
Incremental Load Formulation for Generating Limit States in the Reliability Analysis of Non-Linear Systems
1992-01-01
7 pages
Article/Chapter (Book)
Electronic Resource
English
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