Strength and Deformation Capacity of Structural Elements Under Horizontal Loading


Abstract eng:
Understanding the behavior of structural elements under in-plane horizontal loading is essential for any performance based design procedure. That applies especially to columns and walls as main lateral load resisting elements. There are many parameters that influence the prediction of the elements behavior, especially at the ultimate stage. The outlined problem presents an ideal example where neural networks (artificial intelligence) can be used. An extensive library of tested columns and walls has been collected. Work on that database considers devising a protocol of presenting the research data in the performance form. The relationship between qualitative performance description and engineering parameters that can be considered in design has been established. The use of neural networks, taught on the collected data base, enables development of improved procedures for assessment of strength and deformation capacities of the columns and walls at all performance levels. It enables prognostic behavior of the lateral load resisting elements under horizontal in-plane loading. The element geometry and material data are used for input and performance behavior of the elements is obtained as the output of such an expert system that can be used as problem solver. The work on the collected data base increases the understanding of element behavior, their performance at various demand levels and eliminates complicated detailing that were encouraged by lack of knowledge. That is in direct support of development a multi level performance design methodology for structural systems.

Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



Record appears in:



 Record created 2014-12-05, last modified 2014-12-05


Original version of the author's contribution as presented on CD, Paper ID: 05-01-0022.:
Download fulltext
PDF

Rate this document:

Rate this document:
1
2
3
 
(Not yet reviewed)