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Dynamic behavior investigation of scale building renovated by repair mortar

  • Basaran, Hakan (Department of Civil Engineering, Celal Bayar University)
  • 투고 : 2014.09.12
  • 심사 : 2015.10.05
  • 발행 : 2015.10.25

초록

The objective of this study was to examine the effect of repair mortar on the dynamic properties such as natural frequencies, mode shape and damping ratios of two story single span scale reinforced concrete building. To this end, two story single span scale reinforced concrete building having dimensions of 150 cm (width), 150 cm (length) and 135 cm (height) was constructed. Workmanship defects such as separation of material, faulty vibration application and bad gradation of the structure were properly evaluated. Dynamic properties of damaged structure were experimentally determined using Operational Modal Analysis (OMA). Detected defects in the structure were fixed by plastering with repair mortar. Dynamic properties of repaired structure were reevaluated by using the OMA method. Finite element software called Abaqus was used to numerically determine dynamic properties of the structure. Structure modeled as solid was subjected to Linear Perturbation Frequency Method. The changes in dynamic properties of structure after the repair process were comparatively studied by evaluating experimental and numerical results.

키워드

과제정보

연구 과제 주관 기관 : Celal Bayar University

참고문헌

  1. Can, H. and Tankut, T. (1989), "Betonarme kirislerin egilme icin guclendirilmesi", Turkiye Insaat Muhendisligi 10. Teknik Kongresi, Cilt II, 559-573. (in Turkish)
  2. Can, H. and Tankut, T. (1991), "Agir hasar gormus betonarme kirislerin egilme icin onarimi", IMO Teknik Dergi, 23, 309-317. (in Turkish)
  3. Demir, H. (1999), "Depremden hasar gormus betonarme yapilarin onarim ve guclendirilmesi", ITU Yayinlari. (in Turkish)
  4. Ozturk, A. and Kocabeyler, M.F. (1993), "Betonun onarimi", DSI Yayinlari, MLZ.854. (in Turkish)
  5. Morgan, B.J. and Oesterle, R.G. (1994), "On-site modal analysis-a new powerful inspection technique", Proceedings of the 2nd International Bridge Conference, Pittsburg, Pennsylvania, 108-114.
  6. Bayraktar, A., Turker, T., Altunisik, A.C., Sevim, B., Sahin, A. and Ozcan, D.M. (2010), "Binalarin dinamik parametrelerinin operasyonal modal analiz yontemiyle belirlenmesi", IMO Teknik Dergi, 5185-5205. (in Turkish)
  7. Betti, M., Orlando, M. and Vignoli, A. (2011), "Static Behaviour of an Italian Medieval Castle: Damage Assessment by Numerical Modelling", Comput Struct., 89(21-22), 1956-1970. https://doi.org/10.1016/j.compstruc.2011.05.022
  8. Diaferio, M. (2015), "Dynamic analysis of a historical fortified tower", Key Eng. Mater., 628, 178-184.
  9. Oliveira, C.S., Cakti, E., Stenge, D. and Branco, M. (2012), "Minaret behavior under earthquake loading: the case of historical Istanbul", Earthq. Eng. Struct. D., 41, 19-39. https://doi.org/10.1002/eqe.1115
  10. Diaferio, M., Foti, D., Giannoccaro, N.I. and Ivorra, S. (2014), "Optimal model through identified frequencies of a masonry building structure with wooden floors", J. Mech., 8, 282-288.
  11. Ramos, L., Marques, L., Lourenco, P., De Roeck, G., Campos-Costa, A. and Roque, J. (2010), "Monitoring historical masonry structures with operational modal analysis: two case studies", Mech. Syst. Signal Pr., 24(5), 1291-1305. https://doi.org/10.1016/j.ymssp.2010.01.011
  12. Diaferio, M., Foti, D. and Sepe, V. (2007), "Dynamic identification of the tower of the provincial administration building", Proc. of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Malta.
  13. Tomaszewska, A. and Szymczak, C. (2012), "Identification of the vistula mounting tower model using measured modal data", Eng. Struct., 42, 342-348. https://doi.org/10.1016/j.engstruct.2012.04.031
  14. Diaferio, M., Foti, D. and Giannoccaro, N.I. (2014), "Non-destructive characterization and identification of the modal parameters of an old masonry tower", IEEE Workshop on Environmental, Energy, and Structural Monitoring Systems, Italy.
  15. Park, S. (1997). "Development of a methodology to continuously monitor the safety of complex structures", Ph.D. Thesis, Texas A&M University, College Station, Texas.
  16. Aktan, A.E., Lee, K.L., Chuntavan, C. and Aksel, T. (1994), "Modal testing for structural identification and condition assessment of constructed facilities", 12th International Modal Analysis Conference, Honolulu, Hawaii, 1, 462-468.
  17. Salawu, O.S. (1997), "Dection of structural damage through changes in frequency: a review", Eng. Struct., 19(9), 718-723. https://doi.org/10.1016/S0141-0296(96)00149-6
  18. Moaveni, B., Conte, J.P. and Hemez, F.M. (2009), "Uncertainty and sensitivity analysis of damage identification results obtained using finite element model updating", Comput-Aided Civ. Inf., 24(5), 320-334. https://doi.org/10.1111/j.1467-8667.2008.00589.x
  19. Amani, M.G., Riera, J.D. and Curadelli, O. (2007), "Identification of changes in the stiffness and damping matrices of linear structures through ambient vibrations", Struct. Health Monit., 14, 1155-1169. https://doi.org/10.1002/stc.206
  20. Aras, F., Krstevska, L., Altay, G. and Tashkov. L. (2011), "Experimental and numerical modal analyses of a historical masonry palace", Constr. Build. Mater., 25(1), 81-91. https://doi.org/10.1016/j.conbuildmat.2010.06.054
  21. Altunisik, A.C., Bayraktar, A., Sevim, B. and Birinci, F. (2011), "Vibration-based operational modal analysis of the mikron historic arch bridge after restoration", Civ. Eng. Environ. Syst., 28(3), 247-259. https://doi.org/10.1080/10286608.2011.588328
  22. Foti, D., Diaferio, M., Giannoccaro, N.I. and Mongelli, M. (2012), "Ambient vibration testing, dynamic identification and model updating of a historic tower", NDT E. Int., 47, 88-95. https://doi.org/10.1016/j.ndteint.2011.11.009
  23. Foti, D., Ivorra, S., Bru, D. and Dimaggio, G. (2012), "Dynamic Identification of a Pedestrian Bridge using OMA: Previous and Post-Reinforcing", Proceedings of the Eleventh International Conference on Computational Structures Technology, Dubrovnik, Stirlingshire.
  24. Foti, D. (2013), "Dynamic identification techniques to numerically detect the structural damage", Open Constr. Build. Tech. J., 7, 43-50. https://doi.org/10.2174/1874836801307010043
  25. Foti, D., Gattulli, V. and Potenza, F. (2014), "Output-only modal identification in unfavourable testing conditions and finite element model updating of a seismically damaged building", Comput-Aided Civ. Inf., 29(9), 659-675. https://doi.org/10.1111/mice.12071
  26. Osmancili, G., Ucak, S., Turan, F.N., Turker, T. and Bayraktar, A. (2012), "Investigation of restoration effects on the dynamic characteristics of the hagia sophia bell-tower by ambient vibration test", Constr. Build. Mater., 29, 564-572. https://doi.org/10.1016/j.conbuildmat.2011.11.035
  27. Julio, E.N.B.S., da Silva Rebelo, C.A. and Dias-da, D.A.S.G. (2008), "Structural assessment of the tower of the university of coimbra by modal identification", Eng. Struct., 30(12), 3468-3477. https://doi.org/10.1016/j.engstruct.2008.06.001
  28. Bartoli, G., Betti, M. and Giordano, S. (2013), "In situ static and dynamic investigations on the "torre grossa" masonry tower", Eng. Struct., 52, 718-733. https://doi.org/10.1016/j.engstruct.2013.01.030
  29. Gentile, C. and Saisi, A. (2013) "Operational modal testing of historic structures at different levels of excitation", Constr. Build. Mater., 48, 1273-1285 https://doi.org/10.1016/j.conbuildmat.2013.01.013
  30. Gattulli, V. (2013), "Advanced applications in the field of structural control and health monitoring after the 2009 L'Aquila earthquake", Ed. Dr Sebastiano D'Amico, Engineering Seismology, Geotechnical and Structural Earthquake Engineering.
  31. Giraldo, D.F., Song, W., Dyke, S.J. and Caicedo, J.M. (2009), "Modal identification through ambient vibration: comparative study", J. Eng. Mech., ASCE, 135(8), 759-770 https://doi.org/10.1061/(ASCE)0733-9399(2009)135:8(759)
  32. Ventura, C.E., Lord, J.F. and Simpson, R.D. (2002), "Effective use of ambient vibration measurements for modal updating of a 48 storey building in Vancouver", Proceedings of the 3rd international conference on structural dynamics modeling-test, analysis, correlation and validation, Madeira Island, Portugal.
  33. Kohler, M.D., Davis, P.M. and Safak, E. (2005), "Earthquake and ambient vibration monitoring of the steelframe ucla factor building", Earthq. Spectra., 21(3), 715-736. https://doi.org/10.1193/1.1946707
  34. Ren, W.X., Zhao, T. and Harik, I.E. (2004), "Experimental and analytical modal analysis of steel arch bridge", J. Struct. Eng., ASCE, 130(7), 1022-1031. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:7(1022)
  35. Zivanovic, S., Pavic, A. and Reynolds, P. (2007), "Finite element modelling and updating of a lively footbridge: the complete process", J. Sound Vib., 301, 126-145. https://doi.org/10.1016/j.jsv.2006.09.024
  36. Wang, H. and Li, D. (2007), "Experimental study of dynamic damage of an arch dam", Earthq. Eng. Struct. D., 36, 347-366. https://doi.org/10.1002/eqe.637
  37. Oliveira, S. and Faria, R. (2006), "Numerical simulation of collapse scenarios in reduced scale tests of arch dams", Eng. Struct., 28, 1430-1439. https://doi.org/10.1016/j.engstruct.2006.01.012
  38. Dooms, D., Degrande, G. and Roeck, G.D. (2006), "Finite element modelling of a silo based on experimental modal analysis", Eng. Struct., 28, 532- 542. https://doi.org/10.1016/j.engstruct.2005.09.008
  39. Reynolds, P., Pavic, A. and Ibrahim, Z. (2004), "A remote monitoring system for stadia dynamics, proceedings of the institution of civil engineers", Struct. Build., 157, 385-393. https://doi.org/10.1680/stbu.157.6.385.52107
  40. Gentile, C. and Saisi, A. (2007), "Ambient vibration testing of historic masonry towers for structural identification and damage assessment", Constr. Build. Mater., 21, 1311-1321. https://doi.org/10.1016/j.conbuildmat.2006.01.007
  41. Mamaghani, I.H.P. (2006), "Analysis of masonry bridges by discrete finite element method", J. Tran. Res. Board, DOI: 10.3141/1976-04.
  42. Ceballos, M.A., Car, E.J., Prato, T.A., Prato, C.A. and Alvarez, L.M. (1998), "Experimental and numerical determination of the dynamic properties of the reactor building of atucha II NPP", Nucl. Eng. Des., 182, 93-106. https://doi.org/10.1016/S0029-5493(97)00278-1
  43. Bayraktar, A., Turker, T., Altunisik, A.C. and Sevim, B. (2007), "Duzlem kafes tasiyici sistemlerin operasyonal modal analizi", 2. Celik Yapilar Ulusal Sempozyumu, Eskisehir, 273-281. (in Turkish)
  44. Nohutcu, H., Demir, A., Ercan, E., Hokelekli, E. and Altintas. (2015), "Investigation of a historic masonry structure by numerical and operational modal analyses", Struct. Des. Tall Spec., 24(13), 821-834. https://doi.org/10.1002/tal.1213
  45. Peeters, B. (2000), "System identification and damage detection in civil engineering", PhD Thesis, K.U, Leuven, Belgium.
  46. Bayraktar, A., Altunisik, A.C., Sevim, B. and Turker, T. (2010), "Ambient vibration tests of a steel footbridge", J. Nondestruct. Eval., 29(1), 14-24 https://doi.org/10.1007/s10921-009-0061-9
  47. Van Overschee, P. and De Moor, B. (1996), Subspace Identification for Linear Systems: Theory, Implementation and Applications, Kluwer Academic Publishers, Dordrecht, The Netherlands.
  48. Peeters, B. and De Roeck, G. (1999), "Reference based stochastic subspace identification in civil engineering", Proceedings of the 2nd International Conference on Identification in Engineering Systems, Swansea, UK.
  49. Bayraktar, A., Sevim, B., Altunisik, A.C. and Turker, T. (2009), "Analytical and operational modal analyses of turkish style reinforced concrete minarets for structural identification", Exp. Techniq., 33(2), 65-75. https://doi.org/10.1111/j.1747-1567.2008.00400.x
  50. Foti, D. and Vacca, S. (2013), "Comportamiento mecanico de columnas de hormigon armado reforzadas con mortero reoplastico/Mechanical behavior of concrete columns reinforced with rheoplastic mortar", Mater. Constr., 63(310), 267-282 https://doi.org/10.3989/mc.2012.03512
  51. Foti, D. and Romanazzi, A. (2011), "Experimental analysis of fiber-reinforced mortar for walls in rectified brick blocks/Analisi sperimentale di malte fibrorinforzate per pareti in blocchi di laterizio rettificati", C+CA Ceramurgia + Ceramica Acta, Anno XXXXI, 41(2) 109-118.
  52. ARTeMIS Extractor Pro software (2009), Issued by Structural Vibration Solutions ApS, NOVI Science Park, Niels Jernes Vej 10, DK 9220, Aalborg East, Denmark.
  53. Abaqus software is a product of Dassault Systemes Simulia Corp, USA.

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