García-Illescas, Miguel Ángel | Universidad Nacional Autónoma de México |
Aldama-Sánchez, Daniel | Universidad Nacional Autónoma de México |
Ramírez-Guzmán, Leonardo | Universidad Nacional Autónoma de México |
Murià-Vila, David | Universidad Nacional Autónoma de México |
https://doi.org/10.58571/CNCA.AMCA.2024.055
Resumen: By using a simplified model, the use of subspace identification methods in monitoring the soil-structure interaction effects is analyzed. For this, a building on a soft soil zone is considered a studied case. The building has been monitored from 1990 to date and has instrumentation that allows tracking the soil-structure frequency and the translation and rocking frequencies due to soil-structure interaction effects. Also, the frequency related to the proper dynamic of the building is estimated. The estimation process is by using a recursive subspace identification method and spectral analysis hrough seismic records. The results show consistency with similar frequency values but minimal variations using subspace estimation methods, with the advantage that it can be automated and incorporated into structural warning systems.
¿Cómo citar?
García Illescas, M.A., Aldama Sánchez, D., Ramírez Guzmán, L. & Murià Vila, D. (2024). Estimation of Soil-Structure Interaction Effects in a Building on Soft Soil in Mexico City. Memorias del Congreso Nacional de Control Automático 2024, pp. 320-325. https://doi.org/10.58571/CNCA.AMCA.2024.055
Palabras clave
soil structure interaction, estimation processes, seismic events
Referencias
- Allemang, R.J. (2003). The modal assurance criterion – Twenty years of use and abuse. Sound and Vibration, 37(8), 14–21.
- Arias, A. (1970). A measure of earthquake intensity, In: R.J. Hansen (ed.). Seismic Desing for Nuclear Power Plants, The MIT Press, Cambridge, MA.
- Clinton, J.F., Bradford, S.C., Heaton, T.H., and Favela, J. (2006). The observed wander of the natural frequencies in a structure. Bulletin of the Seismological Society of America, 96(1), 237–257.
- Dobry, R. (2014). Simplified methods in soil dynamics. Soil dynamics and earthquake engineering, 61, pp. 246-268.
- Imregun, M., and Ewinds, D.J. (1993). Realisation of Complex Mode Shapes. In Proceedings of 11th International Modal Analysis Conference, pp. 1303–1309.
- Li, M., Lu, X., Lu, X., and Ye, L. (2014). Influence of soil– structure interaction on seismic collapse resistance of super-tall buildings. Journal of Rock Mechanics and Geotechnical Engineering, 6(5), pp. 477-485.
- Luco, J.E., Trifunac, M.D., and Wong, H.L. (1987). On the apparent change in dynamic behavior of a nine-story reinforced concrete building, Bulletin of the Seismological Society of America, 77(6), pp. 1961–1983.
- Murià-Vila D, Aldama-Sánchez BD, García-Illescas MÁ, and Rodriguez-Gutiérrez G (2020) Monitoring of two rehabilitated buildings and their structural response during the 2017 Mexico earthquakes. In: 17th World Conference on Earthquake Engineering.
- Murià-Vila, D., Aldama-Sánchez, B.D., and Loera S. (2010). Structural warning for instrumented buildings. In: 14th European Conference on Earthquake Engineering, pp. 1-8.
- Murià-Vila, D., Camargo, J., and Aldama-Sánchez, B.D. (2017). Influence of soil-structure interaction and subsoil consolidation in the seismic response of a building. In: 16th World Conference on Earthquake Engineering, pp. 1-12.
- Noël, J. P., and Kerschen, G. (2016). 10 years of advances in nonlinear system identification in structural dynamics: a review. In: Proceedings of ISMA 2016-International Conference on Noise and Vibration Engineering.
- Oku, H., and Kimura, H. (1999). A recursive 4SID from the Input-Output point of View, Asian Journal of Control, 1(4), pp. 258–269.
- Oz, I., Senel, S. M., Palanci, M., and Kalkan, A. (2020). Effect of soil-structure interaction on the seismic response of existing low and mid-rise RC buildings. Applied Sciences, 10(23), p. 8357.
- Peeters, B., and Ventura, C.E. (2003). Comparative study of modal analysis techniques for bridge Dynamic characteristics. Mechanical Systems and Signal Processing, 17(5), 965–988.
- Reynders, E. (2012). System Identification Methods for (Operational) Modal Analysis: Review and Comparison. Archives of Computational Methods in Engineering, 19(1), 51–124.
- Sohn, H., Farrar, C. R., Hemez, F., and Czarnecki, J. (2002). A Review of Structural Health Monitoring Literature 1996-2001. Los Alamos National Laboratory, USA, 1–7.
- Taborda, R., (2003). Respuesta dinámica y efectos de interacción suelo-estructura de un edificio instrumentado en Acapulco, Tesis de maestría, Posgrado UNAM, México.
- Vicencio, F., and Alexander, N.A. (2019). Dynamic StructureSoil-Structure Interaction in unsymmetrical plan buildings due to seismic excitation. Soil Dynamics and Earthquake Engineering, 127, p. 105817.
- Yeganeh, N., Bazaz, J. B., and Akhtarpour, A. (2015). Seismic analysis of the soil–structure interaction for a high rise building adjacent to deep excavation. Soil dynamics and earthquake engineering, 79, pp. 149-170.
- Zhang, X., and Far, H. (2024). Beneficial and detrimental impacts of soil-structure interaction on seismic response of high-rise buildings. Advances in Structural Engineering, 13694332241255747.