Araştırma Makalesi
BibTex RIS Kaynak Göster

Yıl 2023, Cilt: 6 Sayı: 1, 61 - 68, 31.05.2023

Mustafa Murat Yavuz Nurbanu Erdal

https://doi.org/10.34088/kojose.1106877

Öz

Kaynakça

  • [1] Noble A.G., Geib M.M., 1984. Wood, brick, and stone. The North American Settlement Landscape. Vol. 2. Barns and Farm Structures. The University of Massachusetts Press.
  • [2] Ramírez A., Nielsen J., Ayuga F., 2010. Pressure measurements in steel silos with eccentric hoppers. Powder Technology, 201, pp. 7-20.
  • [3] Winks R.G., Russell G.F. 1994. Effectiveness of SIROFLO in vertical silos. Proceedings of 6th International Working Conference on Stored-Protection, 2, pp. 1245-1249.
  • [4] Pande G.N., Liang J.X., Middleton J., 1989. Equivalent elastic moduli for brick masonry. Computers and Geotechnics, 8(3), pp. 243-265. https://doi.org/10.1016/0266-352X(89)90045-1
  • [5] Magenes G., Calvi G.M., 1997. In-plane seismic response of brick masonry walls. Earthquake Engineering and Structural Dynamics, 26, pp. 1091-1112. https://doi.org/10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6
  • [6] Kaushik H.B., Rai D.C., Jain S.K., 2007. Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering, ASCE, 19(9), pp. 728-739. https://doi.org/10.1061/(ASCE)0899-1561
  • [7] Anthoine A., Magonette G., Magenes G., 1994. Shear-compression testing and analysis of brick masonry walls. Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, Austria, 28 August - 2 September, pp. 1-6.
  • [8] Valluzzi M.R., Valdemarca M., Modena C., 2001. Behavior of brick masonry vaults strengthened by frp laminates. Journal of Composites for Construction, 5(3), pp. 163-169.
  • [9] Priestley M.J.N., Bridgeman D.O., 1974. Seismic resistance of brick masonry walls. Bulletin of the New Zealand Society for Earthquake Engineering, 7(4), pp. 167-187. https://doi.org/10.5459/bnzsee.7.4.167-187
  • [10] Alforno M., Calderini C., Monaco, A., Venuti, F., 2019. Numerical modelling of masonry vaults with different brick pattern. Proceedings of IASS Annual Symposia, IASS 2019 Barcelona Symposium: Computational Methods, pp. 1-8. https://doi.org/10.1007/s10518-022-01347-6
  • [11] Srinithya A., Kotagi N.M., Kumar G.M.V., Thammaiah, K.A. 2021. Parametric comparison of retrofitting methods in masonry using finite element analysis. IOP Conference Series: Earth and Environmental Science. 822, 012017. https://doi.org/10.1088/1755-1315/822/1/012017
  • [12] Lopez A., Fernandez-Davila V.I., 2017. Simplified method for evaluating seismic response of circular reinforced concrete silos. 16th World Conference on Earthquake, WCEE 2017, Paper No 2790.
  • [13] Chi L., Lu S., Yaoc Y., 2019. Damping additives used in cement-matrix composites: a review. Composites Part B, 164, pp. 26-36.
  • [14] Leiben Z., Wang X., Wang Z., Yang B., Tian Y., He, R., 2018. Damping characteristics of cement asphalt emulsion mortars. Construction and Building Materials, 173, pp. 201-208.
  • [15] Zoltowski M., 2014. Investigations of harbour brick structures by using operational modal analysis. Polish Maritime Research, 21, pp. 42-53. https://doi.org/10.2478/pomr-2014-0007

Investigation of The Effect of Knitting Row on Vibration Structure for A Wide Chimney Made With Brick Bar

Yıl 2023, Cilt: 6 Sayı: 1, 61 - 68, 31.05.2023

Mustafa Murat Yavuz Nurbanu Erdal

https://doi.org/10.34088/kojose.1106877

Öz

Building systems have unique structural behaviour. In addition to the obvious material properties used in the formation of this behaviour, the geometric shape is also of great importance. In this study, the mechanical effects on the chimney-shaped structure built with bar bricks for product storage were investigated under compression and vibration conditions. Finite element analysis was used as a research method. Solid bar bricks and cement with standard specifications were used as the intermediate filling material for the construction system, which was formed in a wide circular array and short knitting height. Considering the ideal behaviour of the materials, a fully elastic solution was made. As a result of the examination, the effect of the knitting order on the natural frequency was found to be low, as the reason for this, it was seen that the geometric structure exhibited a very tough behaviour against deformation. The stress concentration was observed at the fillings between the bricks laid in the same layer. The dimensionless deformation at natural frequencies was 1.4 times the diameter of the chimney. The knitting order affected stress values and symmetrical distribution formed in the brick. The results were discussed over the findings.

Anahtar Kelimeler

Brick Chimney Vibration Stress

Kaynakça

  • [1] Noble A.G., Geib M.M., 1984. Wood, brick, and stone. The North American Settlement Landscape. Vol. 2. Barns and Farm Structures. The University of Massachusetts Press.
  • [2] Ramírez A., Nielsen J., Ayuga F., 2010. Pressure measurements in steel silos with eccentric hoppers. Powder Technology, 201, pp. 7-20.
  • [3] Winks R.G., Russell G.F. 1994. Effectiveness of SIROFLO in vertical silos. Proceedings of 6th International Working Conference on Stored-Protection, 2, pp. 1245-1249.
  • [4] Pande G.N., Liang J.X., Middleton J., 1989. Equivalent elastic moduli for brick masonry. Computers and Geotechnics, 8(3), pp. 243-265. https://doi.org/10.1016/0266-352X(89)90045-1
  • [5] Magenes G., Calvi G.M., 1997. In-plane seismic response of brick masonry walls. Earthquake Engineering and Structural Dynamics, 26, pp. 1091-1112. https://doi.org/10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6
  • [6] Kaushik H.B., Rai D.C., Jain S.K., 2007. Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering, ASCE, 19(9), pp. 728-739. https://doi.org/10.1061/(ASCE)0899-1561
  • [7] Anthoine A., Magonette G., Magenes G., 1994. Shear-compression testing and analysis of brick masonry walls. Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, Austria, 28 August - 2 September, pp. 1-6.
  • [8] Valluzzi M.R., Valdemarca M., Modena C., 2001. Behavior of brick masonry vaults strengthened by frp laminates. Journal of Composites for Construction, 5(3), pp. 163-169.
  • [9] Priestley M.J.N., Bridgeman D.O., 1974. Seismic resistance of brick masonry walls. Bulletin of the New Zealand Society for Earthquake Engineering, 7(4), pp. 167-187. https://doi.org/10.5459/bnzsee.7.4.167-187
  • [10] Alforno M., Calderini C., Monaco, A., Venuti, F., 2019. Numerical modelling of masonry vaults with different brick pattern. Proceedings of IASS Annual Symposia, IASS 2019 Barcelona Symposium: Computational Methods, pp. 1-8. https://doi.org/10.1007/s10518-022-01347-6
  • [11] Srinithya A., Kotagi N.M., Kumar G.M.V., Thammaiah, K.A. 2021. Parametric comparison of retrofitting methods in masonry using finite element analysis. IOP Conference Series: Earth and Environmental Science. 822, 012017. https://doi.org/10.1088/1755-1315/822/1/012017
  • [12] Lopez A., Fernandez-Davila V.I., 2017. Simplified method for evaluating seismic response of circular reinforced concrete silos. 16th World Conference on Earthquake, WCEE 2017, Paper No 2790.
  • [13] Chi L., Lu S., Yaoc Y., 2019. Damping additives used in cement-matrix composites: a review. Composites Part B, 164, pp. 26-36.
  • [14] Leiben Z., Wang X., Wang Z., Yang B., Tian Y., He, R., 2018. Damping characteristics of cement asphalt emulsion mortars. Construction and Building Materials, 173, pp. 201-208.
  • [15] Zoltowski M., 2014. Investigations of harbour brick structures by using operational modal analysis. Polish Maritime Research, 21, pp. 42-53. https://doi.org/10.2478/pomr-2014-0007
Toplam 15 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Mustafa Murat Yavuz 0000-0002-5892-0075

Nurbanu Erdal 0000-0003-0655-4314

Erken Görünüm Tarihi 31 Mayıs 2023
Yayımlanma Tarihi 31 Mayıs 2023
Kabul Tarihi 23 Temmuz 2022
Yayımlandığı Sayı Yıl 2023 Cilt: 6 Sayı: 1

Kaynak Göster

APA Yavuz, M. M., & Erdal, N. (2023). Investigation of The Effect of Knitting Row on Vibration Structure for A Wide Chimney Made With Brick Bar. Kocaeli Journal of Science and Engineering, 6(1), 61-68. https://doi.org/10.34088/kojose.1106877