Seismic damage identification in buildings using neural networks and modal data

Computers and Structures

Volumn 86, Issue 3-5, 2008, Pages 416-426

  González, María P ^a   Zapico, José L ^a  

^a UNIVERSITY OF OVIEDO   (Spain)

Author keywords

Mass sensitivity; Modal data; Neural networks; Seismic damage identification; Steel frames; Transmission of errors

Indexed keywords

DAMAGE DETECTION; EARTHQUAKES; MODAL ANALYSIS; NEURAL NETWORKS; SEISMIC DESIGN; SENSITIVITY ANALYSIS; STATISTICAL METHODS; STIFFNESS;

MASS SENSITIVITY; MODAL DATA; SEISMIC DAMAGE IDENTIFICATION; STEEL FRAMES; TRANSMISSION OF ERRORS;

BUILDINGS;

EID: 38949107993     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2007.02.021     Document Type: Article

References (18)

1. FEMA-355E. State of the art report on past performance of steel moment-frame buildings in earthquakes. Washington, DC: Federal Emergency Management Agency; 2000.
2. Nakashima M., Inoue K., and Tada M. Classification of damage to steel buildings observer in the 1995 Hyogoken-Nambu earthquake. Eng Struct 20 4-6 (1998) 271-281
3. Rytter A. Vibration based inspection of civil engineering structures, Ph.D. Thesis, Department of Building Technology and Structural Engineering. Denmark: University of Aalborg; 1993.
4. Doebling SW, Farrar CR, Prime MB. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. Report n. LA-13070-MS. Los Alamos National Laboratory; 1996.
5. González MP. Seismic damage identification in building structures (in Spanish), Ph.D. Thesis, Spain: University of Oviedo; 2004.
6. Zapico J.L., Worden K., and Molina F.J. Vibration-based damage assessment in steel frames using neural networks. Structural health monitoring. Smart Mater Struct 10 (2001) 553-559 [special issue]
7. Zapico J.L., González M.P., and Worden K. Damage assessment using neural networks. Mech Syst Signal Process 17 (2003) 119-125
8. Zapico J.L., and González M.P. Numerical simulation of a method for seismic damage identification in buildings. Eng Struct 28 (2006) 255-263
9. Ventura C.E., and Schuster N.D. Structural dynamic properties of a reinforced concrete high-rise building during construction. Can J Civil Eng 23 (1996) 950-972
10. Ljung L. System identification. Theory for the user. 2nd ed. (1999), Prentice Hall, PTR
11. Bishop C.M. Neural networks for pattern recognition (1998), Oxford University Press, UK
12. Bishop CM, Nabney IT. NETLAB Online Reference Documentation 1997. http://www.ncrg.aston.ac.uk.
13. Maia N.M.M., and Silva J.M.M. Theoretical and experimental modal analysis (1997), Research Studies Press Ltd.
14. © Users Manual Version 6.5. The Math Works Inc. Natick, MA; 2002.
15. Balmès E. Experimental and analytical structural dynamics toolbox (1997), Scientific Software Group
16. E3 Eurocode 3. Comité Européen de Normalisation (CEN). Brussels.
17. Melchers R.E. Structural reliability analysis and prediction. 2nd ed. (1999), Wiley, UK
18. Faber M, Vrouwndvelder T. Probabilistic model code. Joint Committee on Structural Safety; 2001. http://www.jcss.ethz.ch/.