A platform for research: civil engineering, architecture and urbanism
Assessment of structural damage using the theory of evidence
Abstract An attempt has been made to analyze dynamic test data of building structures for the assessment of structural damage. In this paper, the method of converting evidential information to the interval representation of Dempster and Shafer is applied. It is shown how results as obtained from an individual source are interpreted. Then, the information as obtained from several different sources is combined to compensate for individual deficiencies of the knowledge sources. The resulting algorithm is then applied to assess the damage state of a prototype 10-story reinforced concrete frame structure subjected to repeated earthquake loading conditions in the laboratory.
Assessment of structural damage using the theory of evidence
Abstract An attempt has been made to analyze dynamic test data of building structures for the assessment of structural damage. In this paper, the method of converting evidential information to the interval representation of Dempster and Shafer is applied. It is shown how results as obtained from an individual source are interpreted. Then, the information as obtained from several different sources is combined to compensate for individual deficiencies of the knowledge sources. The resulting algorithm is then applied to assess the damage state of a prototype 10-story reinforced concrete frame structure subjected to repeated earthquake loading conditions in the laboratory.
Assessment of structural damage using the theory of evidence
Toussi, S. (author) / Yao, J.T.P. (author)
Structural Safety ; 1 ; 107-121
1982-03-28
15 pages
Article (Journal)
Electronic Resource
English
Structural damage assessment using a generalized minimum rank perturbation theory
Tema Archive | 1994
|Assessment of Structural Damage
British Library Conference Proceedings | 1995
|Damage location and assessment along structural elements using damage submatrices
Online Contents | 2009
|Damage location and assessment along structural elements using damage submatrices
Online Contents | 2009
|