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Investigation on the masonry vault by experimental and numerical approaches

  • Guner, Yunus (Department of Civil Engineering, Ege University) ;
  • Ozturk, Duygu (Department of Civil Engineering, Ege University) ;
  • Ercan, Emre (Department of Civil Engineering, Ege University) ;
  • Nuhoglu, Ayhan (Department of Civil Engineering, Ege University)
  • 투고 : 2021.01.18
  • 심사 : 2022.07.04
  • 발행 : 2022.07.25

초록

Masonry constructions exhibit uncertain behaviors under dynamic effects such as seismic action. Complex issues arise in the idealization of structural systems of buildings having different material types and mechanical properties. In this study, the structural behavior of a vaulted masonry building constructed using full clay brick and lime-based mortar and sitting on consecutive arches was investigated by experimental and numerical approaches. The dimensions of the structure built in the laboratory were 391 × 196 cm, and its height was 234 cm. An incremental repetitive loading was applied to the prototype construction model. Along the gradually increasing loading pattern, the load-displacement curves of the masonry structure were obtained with the assistance of eight linear displacement transducers. In addition, crack formation areas, and relevant causes of its formation were determined. The experimental model was idealized using the finite element method, and numerical analyses were performed for the area considered as linear being under similar loading effect. From the linear analyses, the displacement values and stress distribution of the numerical model were obtained. In addition, the effects of tie members, frequently being used in the supports of curved load-bearing elements, on the structural behavior were examined. Consequently, the experimental and numerical analysis results were comparatively evaluated.

키워드

과제정보

This study was supported by Ege University Scientific Research Projects Coordination Unit. Project Number: 16-MUH-101.

참고문헌

  1. Abbas, A.L. and Saeed, M.H. (2017), "Representation of the masonry walls techniques by using FEM", Aust. J. Basic Appl. Sci., 11(13), 39-48. https://www.doi.org/10.22587/ajbas.2017.11.13.5.
  2. Al-Omari, A. and Khattab, S. (2021), "Characterization of building materials used in the construction of historical Al-Omariya mosque minaret in Mosul's old city, Iraq", J. Build. Eng., 33, 101645. https://doi.org/10.1016/j.jobe.2020.101645.
  3. Annecchiarico, M., Portioli, F. and Landolfo, R. (2010), "Micro and macro-finite element modeling of brick masonry panels subject to lateral loadings", Cost Action C26: Urban Habitat Constructions under Catastrophic Events - Proceedings of the Final Conference, Naples, Italy, September.
  4. Bartoli, G., Betti, M., Facchini, L. and Orlando, M. (2012), "Non destructive characterization of stone columns by dynamic test; Application to the lower colonnade of the dome of the Siena Cathedral", Eng. Struct., 45, 519-535. http://dx.doi.org/10.1016/j.engstruct.2012.06.024.
  5. Binici, B., Aldemir, A., Canbay, E. and Yakut, A. (2015), "Lateral load testing of two existing masonry buildings", Proceedings of the ASEM15, Incheon, South Korea, August.
  6. Calderini, C., Lagomarsino, S., Rossi, M., Decanio, G., Mongelli, M.L. and Roselli, I. (2012), "Seismic behaviour of masonry arches with tie-rods: Dynamic tests on scale model", Proceedings of the 15th WCEE World Conference on Earthquake Engineering, Lisbon, September.
  7. D'Altri, A.M., Sarhosis, V., Milani, G., Rots, J., Cattari, S., Lagomarsino, S., Sacco, E., Tralli, A., Castellazzi, G. and De Miranda, S. (2020), "Modeling strategies for the computational analysis of unreinforced masonry structures: Review and classification", Arch. Comput. Method E., 27, 1153-1185. https://doi.org/10.1007/s11831-019-09351-x.
  8. Giordano, A., Mele, E. and De Luca, A. (2002), "Modelling of historical masonry structures: Comparison of different approaches through a case study", Eng. Struct., 24(8), 1057-1069. https://doi.org/10.1016/S0141-0296(02)00033-0.
  9. Guner, Y. (2018), "Performance analysis of existing historical masonry buildings", Master of Science Thesis, Ege University, Izmir, Turkey.
  10. Guner, Y., Ercan, E., Nuhoglu, A. and Ozturk, D. (2020), "Changes of elastic modulus of masonry structures due to different damage ratios", Sigma J. Eng. Nat. Sci., 38(2), 757-767.
  11. Illampas, R., Charmpis, D.C. and Ioannou, I. (2014), "Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading", Eng. Struct., 80, 362-376. https://doi.org/10.1016/j.engstruct.2014.09.008.
  12. Karimi, A.H., Karimi, M.S., Kheyroddin, A. and Shahkarami, A.A. (2016), "Experimental and numerical study on seismic behavior of an infilled masonry wall compared to an arched masonry wall", Structures, 8, 144-153. https://doi.org/10.1016/j.istruc.2016.09.012.
  13. Kayirga, O.M. and Altun, F. (2018), "Experimental investigation of unreinforced masonry building having insufficient loadbearing wall length according to Turkish Earthquake Code rules", Selcuk Univ. J. Eng. Sci. Tech., 6(4), 727-736. https://doi.org/10.15317/Scitech.2018.163.
  14. Kouris, E. and Kouris, L. (2014), "Investigation of the influence of tie-rods on the seismic behaviour of slender towers", Proceeding of the Twelfth International Conference on Computational Structures Technology, Naples, Italy, September.
  15. Mora-Gomez, J. (2015), "Historical iron tie-rods in vaulted structures: Parametrical study through a scaled model", WIT Transactions on the Built Environ., 153, 669-680. https://doi.org/10.2495/STR150561.
  16. Orlando, M., Betti, M. and Spinelli, P. (2020), "Assessment of structural behaviour and seismic retrofitting for an Italian monumental masonry building", J. Build. Eng., 29, 101115. https://doi.org/10.1016/j.jobe.2019.101115.
  17. Preciado, A., Ramirez-Gaytan, A., Salido-Ruiz R., Caro-Becerra, J.L. and Lujan-Godinez, R. (2015), "Earthquake risk assessment methods of unreinforced masonry structures: Hazard and vulnerability", Earthq. Struct., 9(4), 719-733. http://dx.doi.org/10.12989/eas.2015.9.4.719.
  18. Resta, C., Chellini, G. and De Falco, A. (2020), "Dynamic assessment of axial load in tie-rods by means of acoustic measurements", Buildings, 10(2), 1-18. https://doi.org/10.3390/buildings10020023.
  19. Rossi, M., Calderini, C., Roselli, I., Mongelli, M., De Canio, G. and Lagomarsino, S. (2020), "Seismic analysis of a masonry cross vault through shaking table tests: the case study of the Dey Mosque in Algiers", Earthq. Struct., 18(1), 57-72. https://doi.org/10.12989/eas.2020.18.1.057.
  20. SAP2000 (2021), SAP2000 Structural Analysis and Design; Computer and Structures Inc., New York, U.S.A. https://www.csiamerica.com/products/sap2000.
  21. Sathiparan, N. and Meguro, K. (2015), "Strengthening of adobe houses with arch roofs using tie-bars and polypropylene band mesh", Construct. Build. Mater., 82, 360-375. https://doi.org/10.1016/j.conbuildmat.2015.02.071.
  22. Sayin, E. and Calayir, Y. (2015), "Comparison of linear and nonlinear earthquake response of masonry walls", Comput. Concrete, 16(1), 17-35. http://dx.doi.org/10.12989/cac.2015.16.1.017.
  23. Seker, B.S., Cakir, F., Dogangun, A. and Uysal, H. (2014), "Investigation of the structural performance of a masonry domed mosque by experimental tests and numerical analysis", Earthq. Struct., 6(4), 335-350. http://dx.doi.org/10.12989/eas.2014.6.4.335.
  24. Takbash, M.R., Morshedi, A.A.A. and Sabet, S.A. (2018), "Experimental investigation into brick masonry arches' (vault and rib cover) behavior reinforced by FRP strips under vertical load", Struct. Eng. Mech., 67(5), 481-492. https://doi.org/10.12989/sem.2018.67.5.481.
  25. TBDY (2018), Turkiye Bina Deprem Yonetmeligi (Turkish Building Earthquake Code), Afet ve Acil Durum Yonetimi Baskanligi, Resmi Gazete, Sayi: 30364 (Mukerrer); Ankara, Turkiye.
  26. T.C. Kultur ve Turizm Bakanligi, Ulu Camii ve Kulliyesi; Manisa Il Kultur ve Turizm Mudurlugu, Manisa, Turkiye. https://manisa.ktb.gov.tr/TR-73021/ulu-camii-ve--kulliyesimanisa-merkez.html
  27. Ural, A., Firat, F.K., Tugrulelci, S. and Kara, M.E. (2016) "Experimental and numerical study on effectiveness of various tie-rod systems in brick arches", Eng. Struct., 110, 209-221. https://doi.org/10.1016/j.engstruct.2015.11.038.
  28. Wijanto, L.S. (2007), "Seismic assessment of unreinforced masonry walls", Ph.D. Dissertation, University of Canterbury, New Zealand.