Prediction of force reduction factor (R) of prefabricated industrial buildings using neural networks

Structural Engineering and Mechanics

Volumn 27, Issue 2, 2007, Pages 117-134

  Arslan, M Hakan ^a,c   Ceylan, Murat ^a,c   Kaltakci, M Yaşar ^a,c   Ozbay, Yüksel ^a,c   Gulay, Fatma Gulten ^b  

^a SELCUK UNIVERSITY   (Turkey)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

^c Department of Civil Engineering ^*

Author keywords

Force reduction factor; Neural network; Prefabricated industrial buildings

Indexed keywords

APPROXIMATION THEORY; EARTHQUAKES; FAILURE ANALYSIS; FORCE CONTROL; PARAMETER ESTIMATION; REINFORCED CONCRETE; SEISMIC DESIGN;

FORCE REDUCTION FACTOR; REINFORCED CONCRETE STRUCTURES; TRAINING ALGORITHMS;

NEURAL NETWORKS;

EID: 36448960207     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2007.27.2.117     Document Type: Article

References (34)

1. Arslan, M.H., Korkmaz, H.H. and Gulay, F.G. (2006), "Damage and failure partern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code", Eng. Failure Anal., 13(4), 537-557.
2. Atakoy, H. (2000), The August 17th Earthquake and the Prefabricated Structures Built by the Members of the Prefabric Union. Concrete Prefabrication, 52-53, October 1999-January [in Turkish].
3. ATC (1978), Tentative Provisions for the Development of Seismic Regulations for Buildings, ATC-3-06, Applied Technology Council, Redwood City, California.
4. ATC-40 (Applied Technology Council) (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Volume 1, ATC, Redwood City, California.
5. El-Nashai, A.M. (2001), "Advanced inelastic static (pushover) analysis for earthquake applications", Struct. Eng. Mech., 6(2), 239-273.
6. Eurocode 8 (1999), Design Provision for Earthquake Resistance of Structures, Part1-1, 1-2 and 1-3, Bruxelles.
7. Federal Emergency Management Agency, FEMA273/256, Guidelines for the Seismic Rehabilitation of Buildings, I, Redwood City, California, USA.
8. Haykin, S. (1994), Neural Networks, A Comprehensive Foundation. New York: Macmillan.
9. http://www.fedpubs.com/subject/housing/natbuilding.htm
10. http://nisee.berkeley.edu/kobe/codes.html
11. Iverson, J.K. and Hawkins, N.M. (1994), "Performance of pre-cast/pre-stressed concrete building structures during the Northridge Earthquake", PCI J.
12. Jewkins, W.M. (1999), "A neural network for structural re-analysis", Comput. Struct., 687-698.
13. Jang, J.S.R., Sun, C.T. and Mizutani, E. (1997), Neuro-Fuzzy and Soft Computing, Prentice Hall, USA.
14. Kaltakci, M.Y. and Dere, Y. (1997), "Ultimate strength investigation of light-weight reinforced concrete plates by neural networks", The Supreme Council of Sciences Organizes the 37th Science Week at the Auditoriums of the University of Damascus, 3-18.
15. Kappos, A.J. (2001), "Evaluation of behaviour factors on the basis of ductility and overstrength studies", Eng. Mech., 12(1), 51-69.
16. Kank, B., Tokhi, M.O. and Alci, M. (2003), "A fuzzy clustering neural network architecture for multifunction upper-limb prosthesis", IEEE T. Biomedical Eng., 50, 1255-1261.
17. Kassim, E.AM. and Topping, B.H.V. (1987), "Static reanalysis", Proc. Am. Soc. Civil Engrs., J. Struct. Eng., 113, 1039-1045.
18. Korkmaz, H.H. and Tankut, T. (2005), "Analysis of precast concrete joint region", Eng. Struct., 27(9), 1392-1407.
19. Maheri and Akbari (2003), "Seismic behaviour factor, R, for steel X-braced and knee braced RC buildings", Eng. Struct., 1505-1513.
20. Matlab (2006), Neural Networks Toolbox User Guide.
21. Miranda, E. and Bertero, V.V. (1994), "Evaluation of strength reduction factors for earthquake-resistant design", Earhq. Spectra, 10(2), 357-379.
22. Mwafy, A.S. and Elneshai, A.M. (2002), "Calibration of force reduction factors of RC buildings", J. Earthq. Eng., 6(2), 239-273.
23. Rafiq, Bugmann and Easterbrook, Neural network design for engineering applications", Comput. Struct, (2001) 1541-1552.
24. Standards New Zeland, General Structural Design and Design Loadings for Buildings, NSZ 4203:1992, Wellington.
25. SAP2000 (2000), Structural Analysis Program, Nonlinear Version 7.12, Computer and Structures, Inc. Berkeley, CA, USA.
26. Turkish Earthquake Code (TEC) (1998), Regulations on Structures Constructed in Disaster Regions, Ministry of Public Works and Settlement, Ankara.
27. http:www.seaoc.org/
28. Tankut, T., Ersoy, U. and Ozcebe, G. (2000), "Pre-production structural failures in 1999 Marmara and Duzce Earthquakes", In 10th. Prefabrication Symposium, Istanbul, Turkey.
29. TBC-500-2000 (2000), Requirements for Design and Construction of Reinforced Concrete Structures, TSE, Ankara.
30. Tezcan, S.S., Shortfalls of Turkish Earthquake Code, Building Journal, (2005) August.Tezcan S.S., Shortfalls of Turkish Prefabricated Building Code" IV, Int. Earthquake Symposium, AT-01 (2003) Istanbul, Turkey.
31. Toniolo, G. (2002), The Seismic Design of Pre-cast Concrete Structures in the New Eurocode 8. In: 17th Int. Congress of the Precast Concrete Industry, 1-4 May, Istanbul, Turkey.
32. Uang, C.M. (1991), "Establishing R and Cd factors for building seismic previsions", J. Struct. Eng., 117(1), 19-28.
33. Uniform Building Code (1997), International Conference of Building Officials, Whittler, California.
34. Özbay, Y., Ceylan, R. and Karik, B. (2006), "A fuzzy clustering neural network architecture for classification of ECG arrhytmias", Comput. Biology Medicine, 36(4), 376-388.