An experimental study of a midbroken 2-bay, 6-storey reinforced concrete frame subject to earthquakes

Soil Dynamics and Earthquake Engineering

Volumn 16, Issue 6, 1997, Pages 373-384

  Skjaerbaek P S ^a   Taskin B ^b   Kirkegaard, P H ^a   Nielsen, S R K ^a  

^a AALBORG UNIVERSITY   (Denmark)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Damage assessment; Midbroken structures; Modal identification; Model testing; Reinforced concrete structures

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; MODAL ANALYSIS; MODEL BUILDINGS; PLASTIC DEFORMATION; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

DAMAGE ASSESSMENT; MIDBROKEN STRUCTURES;

CONCRETE BUILDINGS;

FAILURE MECHANISM; MODEL TEST; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0031208888     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0267-7261(97)00013-4     Document Type: Article

References (28)

1. Banon, H., Biggs, J.M. & Irvine, H.M. Seismic damage in reinforced concrete frames. Journal of the Structural Division, Proc. ASCE, 1981, 107(ST9), 1713-1729.
2. Stubbs, N. & Osegueda, R. Damage detection in periodic structures. Damage Mechanics and Continuum Mechanics, ASCE, 1985, October.
3. Penny, J.E.T., Wilson, D.A.L., Friswell, M.I., Damage Location in Structures using Vibration Data, Aston University, Birmingham, 1993.
4. Casas, J.R. Structural damage Identification from dynamic-test data. ASCE J. Struc. Eng., 1994, 120(8), 2437-2450.
5. DiPasquale, E. & Çakmak, A.S§. Detection of seismic structural damage using parameter-based global damage indices. Probabilistic Engineering Mechanics, 1990, 5(2), 60-65.
6. Hassotis, S. & Jeong, G.D. Assessment of structural damage from natural frequency measurements. Computers and Structures, 1993, 49(4), 679-691.
7. Koh, C.G., See, L.M. & Balendra, T. Damage detection of buildings: numerical and experimental studies. ASCE J. Struc. Eng., 1995, 121(8), 1155-1160.
8. Pandey, A.K. & Biswas, M. Damage detection in structures using changes in flexibility. Journal of Sound and Vibration, 1994, 169(1), 3-17.
9. Park, Y.J. & Ang, A.H.-S. Mechanistic seismic damage model for reinforced concrete. ASCE J. Struc. Eng., 1985, 111(4), 722-739.
10. Park, Y.J., Ang, A.H.-S. & Wen, Y.K. Seismic damage analysis of reinforced concrete buildings. ASCE J. Struc. Eng., 1985, 111(4), 740-757.
11. Reinhorn, A.M., Seidel, M.J., Kunnath, S.K., Park, Y.J., Damage Assessment of Reinforced Concrete Structures in Eastern United States, NCEER-88-0016 Technical Report, June 1988.
12. Rodriguez-Gomez, S., Evaluation of seismic damage indices for reinforced concrete structures, M.Sc. Thesis, Princeton University, Princeton, NJ, October 1990.
13. Skjærbæk, P.S., Nielsen, S.R.K., Çakmak, A.S., Assessment of damage in seismically excited RC-structures from a single measured response, Proceedings of the 14th IMAC, Dearborn, MI, 12-15 February 1996, pp. 133-139.
14. Skjærbæk, P.S., Çakmak, A.S. & Nielsen, S.R.K. Identification of damage in RC-structures from earthquake records -optimal location of sensors. Journal of Soil Dynamics and Earthquake Engineering, 1996, 15(6), 347-358.
15. Stephens, J.E. & Yao, J.P.T. Damage assessment using response measurements. ASCE J. Struc. Eng, 1987, 113(4), 787-801.
16. Stephens, J.E., Structural damage assessment using response measurements, Ph.D. Thesis, Purdue University, 1985.
17. Vestroni, F., Cerri, M.N., Antonacci, E., Damage detection in vibrating structures, in: Augusti, Borri, Spinelli (Eds.), Proceedings of Structural Dynamics-EURODYN'96, Torino, Italy, 1996, pp. 41-50.
18. Skjærbæk, P.S., Damage assessment of RC-structures subject to earthquakes, Ph.D. Thesis, Aalborg University, Denmark, 1997. Fracture and Dynamics, Paper No. 90.
19. Köylüoǧlu, H.U., Nielsen, S.R.K., Çakmak, A.Ş., Local and modal damage indicators for reinforced concrete shear frames subject to earthquakes, submitted to Journal of Engineering Mechanics, ASCE, 1996.
20. Köylüoǧlu, H.U., Nielsen, S.R.K. & Çakmak, A.Ş. Midbroken reinforced shear frames due to earthquakes. a hysteretic model to quantify damage at the storey level. Soil Dynamics and Earthquake Engineering, 1997, 16, 95-112.
21. Pandit, S.M., Wu, S.M., Time Series and Systems Analysis with Applications, Wiley, 1983.
22. Juang, J.-N., Applied System Identification, Prentice Hall, Englewoods Cliffs, NJ, 1994.
23. Vold, H., Crowley, J., A modal confidence factor for the polyreference method, in: Proceedings of the 3rd International Modal Analysis Conference, 1984, pp. 305-310.
24. Kirkegaard, P.H., Andersen, P., Brincker, R., Identification of civil engineering structures using multivariate Armav and Rarmav models, presented at the International Conference on Identification in Engineering Systems, Swansea, 27-29 March 1996.
25. Kirkegaard, P.H., Skjærbæk, P.S., Andersen, P., Identification of time-varying civil engineering structures using multivariate recursive time domain models, in: Proceedings of the 21st international Symposium on Noise and Vibrations, ISMA21, Leuven, Belgium, 18-20 September 1996.
26. DiPasquale, E., Çakmak, A.C., Damage Assesment from Earthquake Records. Structures and Stochastic Methods, Elsevier, Amsterdam, pp. 123-138.
27. Nielsen, S.R.K., Köylüoǧlu, H.U. & Çakmak, A.Ş. One and two-dimensional maximum softening damage indicators for reinforced concrete structures under seismic excitation. Soil Dynamics and Earthquake Engineering, 1992, 11, 435-443.
28. Nielsen, S.R.K., Çakmak, A.Ş., Evaluation of maximum softening damage indicator for reinforced concrete under seismic excitation, in: Spanos, Brebbia (Eds.), Proceedings of the First International Conference on Computional Stochastic Mechanics, 1992, pp. 169-184, SS.