DOI QR코드

DOI QR Code

Infill wall effects on the dynamic characteristics of RC frame systems via operational modal analysis

  • Komur, Mehmet A. (Department of Civil Engineering, Aksaray University) ;
  • Kara, Mehmet E. (Department of Civil Engineering, Aksaray University) ;
  • Deneme, Ibrahim O. (Department of Civil Engineering, Aksaray University)
  • 투고 : 2018.07.19
  • 심사 : 2019.11.17
  • 발행 : 2020.04.10

초록

This paper presents an experimental study on the dynamic characteristics of infilled reinforced concrete (RC) frames. A 1/3-scaled, one-bay, three-storey RC frame was produced and tested by using operational modal analysis (OMA). The experiments were performed on five specimens: one reference frame with no infill walls and four frames with infill walls. The RC frame systems included infill walls made of hollow clay brick, which were constructed in four different patterns. The dynamic characteristics of the patterns, including the frequency, mode shapes and damping ratios in the in-plane direction, were obtained by 6 accelerometers. Twenty-minute records under ambient vibration were collected for each model, and the dynamic characteristics were determined using the ambient vibration testing and modal identification software (ARTeMIS). The experimental studies showed that the infill walls significantly affected the frequency value, rigidity and damping ratio of the RC frame system.

키워드

과제정보

연구 과제번호 : Filled wall effect on dynamic characteristics of reinforced frame systems

연구 과제 주관 기관 : University of Aksaray

The authors would like to acknowledge the financial assistance provided by the Institute of Research Management, University of Aksaray, through a research grant entitled "Filled wall effect on dynamic characteristics of reinforced frame systems" (2015-024). The authors would also like to thank all the people who have contributed either directly or indirectly to accomplish this research.

참고문헌

  1. Abdelkrim, S., Abdelmadjid, H., Megnounif, A., Abdelmadjid, C. and Souad, B. (2011), "Crack detection in concrete beams using experimental modal data", Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium, July.
  2. Al-Nimry, H., Resheidat, M. and Al-Jamal, M. (2014), "Ambient vibration testing of low and medium rise infilled RC frame buildings in Jordan", Soil Dyn. Earth. Eng., 59, 21-29. https://doi: 10.1016/j.soildyn.2014.01.002
  3. Arslan, M.E. and Durmus, A. (2013), "Construction stage effect on the dynamic characteristics of RC frame using operational modal analysis", Comp. Concrete, 12, 79-90. https://doi: 10.12989/cac.2013.12.1.079
  4. Arslan, M.E. and Durmus, A. (2014a), "Modal parameter identification of in-filled RC frames with low strength concrete using ambient vibration", Struc. Eng. Mech., 50, 137-149. https://doi: 10.12989/sem.2014.50.2.137
  5. Arslan, M.E. and Durmus, A. (2014b), "Modal testing and finite element model calibration of in-filled reinforce concrete frames", J. Vib. Cont., 20, 1946-1959. https://doi: 10.1177/1077546313480545
  6. Basaran, H. (2015a), "Influence of stirrup spacing in concrete column on its dynamic characteristics", J. of the Croatian Assoc. of Civil Eng., 67, 843-851. https://doi: 10.14256/JCE.1130.2014
  7. Basaran, H. (2015b), "Dynamic behavior investigation of scale building renovated by repair mortar", Comp. Concrete, 16, 531-544. https://doi.org/10.12989/cac.2015.16.4.531
  8. Bendat, J.S. and Piersol, A.G. (2004), Random data: analysis and measurement procedures, John Wiley and Sons, U.S.A.
  9. Brincker, R., Zhang, L. and Andersen, P. (2000), "Modal identification from ambient responses using frequency domain decomposition", Proceedings of the 18th International Modal Analysis Conference, Texas, U.S.A, February.
  10. Carrillo, J., Gonzalez, G. and Rubiano, A. (2014), "Modeling of concrete dwellings based on results from ambient vibration tests", Latin American J. Solids Struct., 11, 488-503. https://doi.org/10.1590/S1679-78252014000300007
  11. Chaker, A.A. and Cherifati, A. (1999), "Influence of masonry infill panels on the vibration and stiffness characteristics of R/C frame buildings", Earth. Eng. Struct. Dyn., 28, 1061-1065. https://doi: 10.1002/(SICI)1096-9845(199909)28:9<1061::AID-EQE856>3.0.CO;2-3
  12. Devin, A. and Fanning, P.J. (2012), "The evolving dynamic response of a four storey reinforced concrete structure during construction", Shock Vib., 19, 1051-1059. https://doi: 10.3233/SAV-2012-0711
  13. Donmez, C. and Cankaya, A.M. (2013), "Effect of infill walls on the drift behavior of reinforced concrete frames subjected to lateral-load reversals", J. Earth. Eng., 17, 611-636. https://doi: 10.1080/13632469.2013.768562
  14. Hart, G.C., Elhassan, R.M. and Srinivasan, M. (1994), "Earthquake response records of masonry infill structures", Proc. Fifth S. National Conf. on Earthquake Engineering, Oakland, California, July.
  15. Jacobsen, N.J., Andersen, P. and Brincker, R. (2006), "Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis", Proceedings of ISMA2006: International Conference on Noise & Vibration Engineering, Heverlee, Belgium, September.
  16. Kutanis, M., Boru, E.O. and Isik, E. (2017), "Alternative instrumentation schemes for the structural identification of the reinforced concrete field test structure by ambient vibration measurements", KSCE J. Civil Eng., 21, 1793-1801. https://doi: 10.1007/s12205-016-0758-0
  17. Lee, M.K. and Barr, B.I.G. (2004), "An overview of the fatigue behaviour of plain and fibre reinforced concrete", Cement Concrete Composites, 26, 299-305 https://doi.org/10.1016/S0958-9465(02)00139-7
  18. Li, X., Ventura, C.E., Feng, Y. Pan, Y., Kaya, Y., Xiong, H., Zhang, F., Cao, J. and Zhou, M. (2016), "Ambient vibration testing of two highly irregular tall buildings in Shanghai", Proceedings of the 34th IMAC, A Conference and Exposition on Structural Dynamics, Orlando, Fla, January.
  19. Ming-Ge, T. and Wei-Jian, Y. (2008), "Dynamic behavior of reinforced concrete frame structure during construction", J. Cent. South. Univ. Technol., 15, 418-422. https://doi: 10.1007/s11771-008-0078-8
  20. Pan, T.C., You, X. and Brownjohn J.M.W. (2006), "Effects of infill walls and floor diaphragms on the dynamic characteristics of a narrow-rectangle building", Earth. Eng. Struct. Dyna., 35, 637-651. https://doi: 10.1002/eqe.550
  21. Ren, W.X., Zhao, T. and Harik, I.E. (2004), "Experimental and analytical modal analysis of steel arch bridge", J. Struct. Eng., 130, 1022-1031. https://doi: 10.1061/(ASCE)0733-9445(2004)130:7(1022)
  22. Salameh, C., Guillier, B., Harb, J., Cornou,C., Bard, P-Y., Voisin, C. and Mariscal,A. (2016), "Seismic response of Beirut (Lebanon) buildings: instrumental results from ambient vibrations", Bull. Earth. Eng., 14, 2705-2730. https://doi: 10.1007/s10518-016-9920-9
  23. Singh, J.P., Agarwal, P., Kumar, A. and Thakkar, S.K. (2014), "Identification of modal parameters of a multistoried RC building using ambient vibration and strong vibration records of Bhuj earthquake, 2001", J. Earth. Eng., 18, 444-457. https://doi: 10.1080/13632469.2013.856823
  24. Structural Vibration Solutions, (2013) "Ambient Response Testing and Modal Identification Software ARTeMIS V-5.3", Denmark, www.svibs.com.
  25. Timuragaoglu, M.O., Livaoglu, R. and Dogangun, A. (2015), "Investigation of the infill wall effect on the dynamic behaviour of RC frames", 6th International Operational Modal Analysis Conference, Gijon, Spain, May.
  26. Turker, T. (2014), "Ambient vibration test of building base slab for different ground conditions", Measurement, 52, 77-84. https://doi: 10.1016/j.measurement.2014.03.007
  27. Turker, T. and Bayraktar, A., (2017), "Vibration based modal testing of a scaled reinforced concrete building for construction stages", Bull. Earth. Eng., 15, 3399-3416. https://doi: 10.1007/s10518-015-9852-9
  28. Varum, H., Furtado, A., Rodrigues, H., Dias-Oliveira, J., Vila-Pouca, N. and Arede, A. (2017), "Seismic performance of the infill masonry walls and ambient vibration tests after the Ghorka 2015, Nepal earthquake", Bull. Earth. Eng., 15, 1185-1212. https://doi: 10.1007/s10518-016-9999-z
  29. Zhou, Y., Zhou Y., Yi, W. and Chen, T. (2017), "Operational modal analysis and rational finite-element model selection for ten high-rise buildings based on on-site ambient vibration measurements", J. Performance Constructed Facilities, 31, 1-14. https://doi: 10.1061/(ASCE)CF.1943-5509.0001019.