Abstract
The conventional effective length method has been used for decades. Fairly speaking, it provides a quick means of assessing the buckling strength of a structure. However, in pace with the advances in computer technology including cost, speed and memory of personal computers, a better and more reliable method with a clearer concept behind the true behaviour of a structure emerges and this method is broadly named as the "Advanced analysis". This paper describes the background and implementation of this new method in the design of steel structures.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building |
| Pages | 15-20 |
| Number of pages | 6 |
| Publication status | Published - 1 Dec 2006 |
| Event | International Conference in Metal Structures - Steel - A New and Traditional Material for Building - Poiana Brasov, Romania Duration: 20 Sept 2006 → 22 Sept 2006 |
Conference
| Conference | International Conference in Metal Structures - Steel - A New and Traditional Material for Building |
|---|---|
| Country/Territory | Romania |
| City | Poiana Brasov |
| Period | 20/09/06 → 22/09/06 |
ASJC Scopus subject areas
- Civil and Structural Engineering
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