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  5. Expert System for Damage Assessment of Buildings in Seismic Areas
 
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Expert System for Damage Assessment of Buildings in Seismic Areas

Author(s)
Grimaz, Stefano  
Dipartimento Georisorse e Territorio, Università di Udine  
Meroni, Fabrizio  
C.N.R. - Istituto di Ricerca sul Rischio Sismico  
Petrini, V.  
Dipartimento di Ingegneria Strutturale, Politecnico di Milano  
Ranù, G  
C.N.R. - Istituto di Ricerca sul Rischio Sismico  
Tomasoni, R.  
C.N.R. - Istituto di Ricerca sul Rischio Sismico  
Zonno, Gaetano  
C.N.R. - Istituto di Ricerca sul Rischio Sismico  
Editor(s)
García-Fernández, M.  
Zonno, Gaetano  
Language
English
Obiettivo Specifico
5T. Sismologia, geofisica e geologia per l'ingegneria sismica
Publisher
European Center for Geodynamics and Seismology (ECGS)
Status
Published
Pages Number
83-103
Refereed
Yes
Journal
Application of Artificial Intelligence Techniques in Seismology and Engineering Seismology  
Date Issued
1996
Alternative Location
http://www.ecgs.lu/cahiers-bleus/
URI
https://www.earth-prints.org/handle/2122/13592
Abstract
The analysis of damage on buildings affected by an earthquake allow to trace back to the defects of the structural system and the imperfections of the constructive elements with reference to the best or worst behaviour in case of seismic action. As a matter of fact the tendency of buildings to be damaged, also defined as seismic vulnerability, is strictly connected with their geometric-constructive characteristics. The damage appears as "effect" of the phenomenon that has its "cause" in the seismic action. Once the characteristics of the system are defined, it is possible to reconstruct the 'cause-effect' relation between seismic action and damage. These relations can be obtained through survey of damage caused by recent earthquake. However this methodology reveals a series of problems. The various quantities applied must be expressed with indices that allow to synthesize complex and articulated scenarios exhaustively; although the damage is a quantity that can be directly assessed by description, it is difficult to measure, as its quantification should be representative for all aspects connected with it (physical, economic, functional, social, etc.). The level of the seismic action must be expressed by a parameter that is an index of the event's destructive capacity and in direct correlation with mechanical quantities (acceleration, velocity, energy, etc.). The vulnerability is an entity able to characterize the more or less accentuated predisposition of the structures to suffer damages independently from the intensity and direction of the seismic action. In this work, subjects concerning seismic action and vulnerability shall not be dealt with, as they have already been investigated in previous works [see Grimaz S., 1992 - Cella F. 1994 and 1995]; in the following the problem of damage quantification shall therefore be explored.
Type
book chapter
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