Araştırma Makalesi
BibTex RIS Kaynak Göster

Investigation of Pounding between Two Adjacent Building Models with Experimental Methods

Yıl 2023, Cilt: 34 Sayı: 4, 1 - 26, 01.07.2023
https://doi.org/10.18400/tjce.1287522

Öz

This study investigates the pounding phenomenon by shaking table experiments on two scaled building models. Representing the situation where the seismic gap is insufficient, two building models are adjacently positioned on the shaking table, and pounding was investigated for harmonic and strong ground motion excitations. Displacement and acceleration responses were obtained to observe the pounding effect experimentally from video and accelerometer recordings, respectively. The Kelvin-Voigt Model consisting of spring and damper was used for numerical pounding analysis. The most critical parameters of the Kelvin–Voigt model, which are the spring stiffness (ks) and the damping, are calculated according to the coefficient of restitution (r) and were investigated and compared with harmonic experimental results. The obtained parameters, compatible with the harmonic experiments, were used to examine structural behavior under earthquake effect for the case where the building models are positioned for an insufficient seismic gap. For comparison, numerous numerical simulations were realized using different spring stiffnesses and coefficients of restitution. The study shows that when the coefficient of restitution is taken as 0.2 or 0.4, and the ratio of spring stiffness to shear stiffness (ks/k) is 1 or 5, reasonable results in numerical earthquake simulations can be obtained.

Kaynakça

  • Miari, M., Choong, K. K., Jankowski, R., Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures, Soil Dynamics and Earthquake Engineering, 121, 135-150, 2019. doi: 10.1016/j.soildyn.2019.02.024.
  • Turkish Building Earthquake Code (TBEC). Turkish Ministry of Environment and Urbanisation, Ankara, 2018.
  • Anagnostopoulos, S. A., Pounding of buildings in series during earthquakes, Earthquake Engineering & Structural Dynamics, 16(3), 443–456, 1988. doi: 10.1002/eqe.4290160311.
  • Kumbasar, N., Collision Problem of Shear Frames During Earthquakes (in Turkish), Teknik Dergi, 4(16), 609–617, 1993.
  • Zhang, Y., Ding, J., Zhuang, H., Chang, Y., Chen, P., Zhang, X., Xie, W., Fan, J., Pounding between Adjacent Frame Structures under Earthquake Excitation Based on Transfer Matrix Method of Multibody Systems, Advances in Civil Engineering. 2019. doi: 10.1155/2019/5706015.
  • Saxena, N., Ghosh, R., Debbarma, R., Analysis of seismic separation gap between two adjacent reinforced concrete buildings, AIP Conference Proceedings, 2019: 2158(September). doi: 10.1063/1.5127126.
  • Khatami, M., Gerami, M., Kheyroddin, A., Siahpolo, N., The Effect of Irregularity of Lateral Stiffness in Estimating the Separation Gap of Adjacent Frames, KSCE Journal of Civil Engineering, 24(1), 166–177, 2020. doi: 10.1007/s12205-020-0173-4.
  • Khatami, M., Gerami, M., Kheyroddin, A., Siahpolo, N., The Effect of the Mainshock-Aftershock on the Estimation of the Separation Gap of Regular and Irregular Adjacent Structures with the Soft Story, Journal of Earthquake and Tsunami, 14(2), 1–25, 2020. doi: 10.1142/S1793431120500086.
  • Takabatake, H., Yasui, M., Nakagawa, Y. and Kishida, A., Relaxation method for pounding action between adjacent buildings at expansion joint, Earthquake Engineering & Structural Dynamics, 43(9), 1381–1400, 2014. doi: 10.1002/eqe.2402.
  • Anagnostopoulos, S.A., Spiliopoulos, K.V., An investigation of earthquake induced pounding between adjacent buildings, Earthquake Engineering & Structural Dynamics, 21(4), 89–302, 1992. 2doi: 10.1002/eqe.4290210402.
  • Jankowski, R., Non-linear viscoelastic modelling of earthquake-induced structural pounding, Earthquake Engineering and Structural Dynamics, 34(6), 595–611, 2005. doi: 10.1002/eqe.434.
  • Jankowski, R., Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding, Earthquake Engineering and Structural Dynamics, 35(4), 517–524, 2006. doi: 10.1002/eqe.537.
  • Kharazian, A., López-Almansa, F., State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs, Archives of Computational Methods in Engineering, 26(2), 327–345, 2019. doi: 10.1007/s11831-017-9242-3.
  • Khatiwada, S., Chouw, N., Butterworth, J.W., Evaluation of numerical pounding models with experimental validation, Bulletin of the New Zealand Society for Earthquake Engineering, 46(3), 117–130, 2013. doi: 10.5459/bnzsee.46.3.117-130.
  • Miari, M., Jankowski, R., Shaking table experimental study on pounding between adjacent structures founded on different soil types, Structures, 44, 851-879, 2022. doi:10.1016/j.istruc.2022.08.059.
  • Athanassiadou, C.J., Penelis, G.G., Kappos, A.J., Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics, Earthquake Spectra, 10(2), 293–317, 1994. doi: 10.1193/1.1585775.
  • Naserkhaki, S., Abdul Aziz, F.N.A., Pourmohammad, H., Parametric study on earthquake induced pounding between adjacent buildings, Structural Engineering and Mechanics, 43(4), 503–526, 2012. doi: 10.12989/sem.2012.43.4.503.
  • Luo, H., Wu, Q., Pan, W., Research and Experiment on Optimal Separation Distance of Adjacent Buildings Based on Performance, Mathematical Problems in Engineering, 2018. doi: 10.1155/2018/3483401.
  • Khan, S., Kumar, C.L.M., Shwetha, K.G., Analytical study on the seismic behavior of two adjacent buildings connected by viscous dampers, AIP Conference Proceedings, 2020. doi: 10.1063/1.5141540.
  • Kangda, M.Z., Bakre, S., Response control of adjacent structures subjected to blast-induced vibrations, In Proceedings of the Institution of Civil Engineers: Structures and Buildings, 172(12), 2019. doi: 10.1680/jstbu.18.00071.
  • Chopra, A.K., Dynamics of structures: Theory and applications to earthquake engineering, Prentice Hall, 1995.
  • Matlab. Versiyon 2017b. Natick: The MathWorks, Inc.
  • Damcı, E., Şekerci, Ç., Development of a Low-Cost Single-Axis Shake Table Based on Arduino, Experimental Techniques, 43(2), 179–198, 2019. doi: 10.1007/s40799-018-0287-5.
  • Harris H.G., Sabnis G.M., Structural modeling and experimental techniques, 2nd edn., CRC Press, 1999.
  • Luco, J.E., Ozcelik, O., Conte, J.P., Acceleration Tracking Performance of the UCSD-NEES Shake Table, Journal of Structural Engineering, 136(5), 481-490, 2010. doi: 10.1061/(ASCE)ST.1943-541X.0000137
Yıl 2023, Cilt: 34 Sayı: 4, 1 - 26, 01.07.2023
https://doi.org/10.18400/tjce.1287522

Öz

Kaynakça

  • Miari, M., Choong, K. K., Jankowski, R., Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures, Soil Dynamics and Earthquake Engineering, 121, 135-150, 2019. doi: 10.1016/j.soildyn.2019.02.024.
  • Turkish Building Earthquake Code (TBEC). Turkish Ministry of Environment and Urbanisation, Ankara, 2018.
  • Anagnostopoulos, S. A., Pounding of buildings in series during earthquakes, Earthquake Engineering & Structural Dynamics, 16(3), 443–456, 1988. doi: 10.1002/eqe.4290160311.
  • Kumbasar, N., Collision Problem of Shear Frames During Earthquakes (in Turkish), Teknik Dergi, 4(16), 609–617, 1993.
  • Zhang, Y., Ding, J., Zhuang, H., Chang, Y., Chen, P., Zhang, X., Xie, W., Fan, J., Pounding between Adjacent Frame Structures under Earthquake Excitation Based on Transfer Matrix Method of Multibody Systems, Advances in Civil Engineering. 2019. doi: 10.1155/2019/5706015.
  • Saxena, N., Ghosh, R., Debbarma, R., Analysis of seismic separation gap between two adjacent reinforced concrete buildings, AIP Conference Proceedings, 2019: 2158(September). doi: 10.1063/1.5127126.
  • Khatami, M., Gerami, M., Kheyroddin, A., Siahpolo, N., The Effect of Irregularity of Lateral Stiffness in Estimating the Separation Gap of Adjacent Frames, KSCE Journal of Civil Engineering, 24(1), 166–177, 2020. doi: 10.1007/s12205-020-0173-4.
  • Khatami, M., Gerami, M., Kheyroddin, A., Siahpolo, N., The Effect of the Mainshock-Aftershock on the Estimation of the Separation Gap of Regular and Irregular Adjacent Structures with the Soft Story, Journal of Earthquake and Tsunami, 14(2), 1–25, 2020. doi: 10.1142/S1793431120500086.
  • Takabatake, H., Yasui, M., Nakagawa, Y. and Kishida, A., Relaxation method for pounding action between adjacent buildings at expansion joint, Earthquake Engineering & Structural Dynamics, 43(9), 1381–1400, 2014. doi: 10.1002/eqe.2402.
  • Anagnostopoulos, S.A., Spiliopoulos, K.V., An investigation of earthquake induced pounding between adjacent buildings, Earthquake Engineering & Structural Dynamics, 21(4), 89–302, 1992. 2doi: 10.1002/eqe.4290210402.
  • Jankowski, R., Non-linear viscoelastic modelling of earthquake-induced structural pounding, Earthquake Engineering and Structural Dynamics, 34(6), 595–611, 2005. doi: 10.1002/eqe.434.
  • Jankowski, R., Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding, Earthquake Engineering and Structural Dynamics, 35(4), 517–524, 2006. doi: 10.1002/eqe.537.
  • Kharazian, A., López-Almansa, F., State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs, Archives of Computational Methods in Engineering, 26(2), 327–345, 2019. doi: 10.1007/s11831-017-9242-3.
  • Khatiwada, S., Chouw, N., Butterworth, J.W., Evaluation of numerical pounding models with experimental validation, Bulletin of the New Zealand Society for Earthquake Engineering, 46(3), 117–130, 2013. doi: 10.5459/bnzsee.46.3.117-130.
  • Miari, M., Jankowski, R., Shaking table experimental study on pounding between adjacent structures founded on different soil types, Structures, 44, 851-879, 2022. doi:10.1016/j.istruc.2022.08.059.
  • Athanassiadou, C.J., Penelis, G.G., Kappos, A.J., Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics, Earthquake Spectra, 10(2), 293–317, 1994. doi: 10.1193/1.1585775.
  • Naserkhaki, S., Abdul Aziz, F.N.A., Pourmohammad, H., Parametric study on earthquake induced pounding between adjacent buildings, Structural Engineering and Mechanics, 43(4), 503–526, 2012. doi: 10.12989/sem.2012.43.4.503.
  • Luo, H., Wu, Q., Pan, W., Research and Experiment on Optimal Separation Distance of Adjacent Buildings Based on Performance, Mathematical Problems in Engineering, 2018. doi: 10.1155/2018/3483401.
  • Khan, S., Kumar, C.L.M., Shwetha, K.G., Analytical study on the seismic behavior of two adjacent buildings connected by viscous dampers, AIP Conference Proceedings, 2020. doi: 10.1063/1.5141540.
  • Kangda, M.Z., Bakre, S., Response control of adjacent structures subjected to blast-induced vibrations, In Proceedings of the Institution of Civil Engineers: Structures and Buildings, 172(12), 2019. doi: 10.1680/jstbu.18.00071.
  • Chopra, A.K., Dynamics of structures: Theory and applications to earthquake engineering, Prentice Hall, 1995.
  • Matlab. Versiyon 2017b. Natick: The MathWorks, Inc.
  • Damcı, E., Şekerci, Ç., Development of a Low-Cost Single-Axis Shake Table Based on Arduino, Experimental Techniques, 43(2), 179–198, 2019. doi: 10.1007/s40799-018-0287-5.
  • Harris H.G., Sabnis G.M., Structural modeling and experimental techniques, 2nd edn., CRC Press, 1999.
  • Luco, J.E., Ozcelik, O., Conte, J.P., Acceleration Tracking Performance of the UCSD-NEES Shake Table, Journal of Structural Engineering, 136(5), 481-490, 2010. doi: 10.1061/(ASCE)ST.1943-541X.0000137
Toplam 25 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Araştırma Makaleleri
Yazarlar

Çağla Şekerci 0000-0001-7070-1804

Erdem Damcı 0000-0003-2295-1686

Yayımlanma Tarihi 1 Temmuz 2023
Gönderilme Tarihi 15 Aralık 2021
Yayımlandığı Sayı Yıl 2023 Cilt: 34 Sayı: 4

Kaynak Göster

APA Şekerci, Ç., & Damcı, E. (2023). Investigation of Pounding between Two Adjacent Building Models with Experimental Methods. Turkish Journal of Civil Engineering, 34(4), 1-26. https://doi.org/10.18400/tjce.1287522
AMA Şekerci Ç, Damcı E. Investigation of Pounding between Two Adjacent Building Models with Experimental Methods. tjce. Temmuz 2023;34(4):1-26. doi:10.18400/tjce.1287522
Chicago Şekerci, Çağla, ve Erdem Damcı. “Investigation of Pounding Between Two Adjacent Building Models With Experimental Methods”. Turkish Journal of Civil Engineering 34, sy. 4 (Temmuz 2023): 1-26. https://doi.org/10.18400/tjce.1287522.
EndNote Şekerci Ç, Damcı E (01 Temmuz 2023) Investigation of Pounding between Two Adjacent Building Models with Experimental Methods. Turkish Journal of Civil Engineering 34 4 1–26.
IEEE Ç. Şekerci ve E. Damcı, “Investigation of Pounding between Two Adjacent Building Models with Experimental Methods”, tjce, c. 34, sy. 4, ss. 1–26, 2023, doi: 10.18400/tjce.1287522.
ISNAD Şekerci, Çağla - Damcı, Erdem. “Investigation of Pounding Between Two Adjacent Building Models With Experimental Methods”. Turkish Journal of Civil Engineering 34/4 (Temmuz 2023), 1-26. https://doi.org/10.18400/tjce.1287522.
JAMA Şekerci Ç, Damcı E. Investigation of Pounding between Two Adjacent Building Models with Experimental Methods. tjce. 2023;34:1–26.
MLA Şekerci, Çağla ve Erdem Damcı. “Investigation of Pounding Between Two Adjacent Building Models With Experimental Methods”. Turkish Journal of Civil Engineering, c. 34, sy. 4, 2023, ss. 1-26, doi:10.18400/tjce.1287522.
Vancouver Şekerci Ç, Damcı E. Investigation of Pounding between Two Adjacent Building Models with Experimental Methods. tjce. 2023;34(4):1-26.