Validation by Montecarlo simulation of the efficiency of an optimally tuned liquid column damper for excitations with high frequency content
DOI:
https://doi.org/10.21703/0718-2813.2023.34.2446Keywords:
tuned liquid column damper, non-linear behaviour, Montecarlo simulations, stochastic analysisAbstract
In this research the efficiency of the Tuned Liquid Column Damper (TLCD) calculated through stochastic
vibration theory is analysed. Three optimization functionalities or criteria are considered. The model consists of a one degree of freedom main system, with nonlinear behaviour, controlled by non-linear TLCD. The stochastic analysis assumes a steady-state and performs an equivalent statistical linearization for nonlinear behaviour, with which theoretical displacement and hysteretic energy reductions are obtained. Then, these theoretical reductions are compared with the reductions obtained with a Monte Carlo Simulation (MCS) of 200, 450, 800, 1250, 1850, 2600 simulations. For the simulation, nonlinear equations are proposed, which are directly integrated without linearization. The simulations are performed with artificial earthquakes of high-frequency content, compatible with the Chilean standard NCh2745 (2013). The results obtained through the MCS are sensitive to the number of simulations considered. However, a convergence occurs for two criteria. Errors are less than 10%, which is considered acceptable. The reductions obtained for hysteretic energy from a theoretical analysis overestimate the efficiency of TLCD, for a criterion with a period of 2.0s, and for all criteria with a period of 2.5 s.
References
Di Matteo, A., Lo Iacono, F., Navarra, G. and Pirrotta, A. (2015). Innovative modeling of Tuned Liquid Column Damper motion. Communications in Nonlinear Science and Numerical Simulation 23(1–3), 229–244
Di Matteo, A., Lo Iacono, F., Navarra, G. and Pirrotta, A. (2014). Experimental validation of a direct pre-design formula for TLCD. Engineering Structures 75, 528-538
Esteva, L. and Ruiz, S.E. (1997). Discussion on Stochastic seismic performance evaluation of tuned liquid column dampers. Earthquake Engineering & Structural Dynamics 26(8), 875–876
Espinoza, G., Carrillo, C. and Suazo, A. (2018). Analysis of a tuned liquid column damper in non-linear structures subjected to seismic excitations. Latin American Journal of Solids and Structures 15(7), e91
Espinoza, G., Quinteros, C. Gajardo, K. Suazo y A. Quijada, S. (2021a). Eficiencia de un amortiguador de columna de líquido sintonizado considerando una excitación sísmica de bajo contenido de frecuencias e incertidumbre. Obras y Proyectos 29, 54-66
Espinoza, G., Saavedra J., Gajardo, K., Suazo, A. y Cifuentes, C. (2021b). Eficiencia de un amortiguador de columna de líquido considerando una excitación sísmica de alto contenido de frecuencias e incertidumbre. Obras y Proyectos 29, 67-79
Fu, C. (2017). Transforming Method of TLCD-structure to TMD-structure for Vibration Control. KSCE Journal of Civil Engineering 22(4), 1384-1393
Furtmüller, T., Di Matteo, A., Adam, C. and Pirrota, A. (2019). Base-isolated structure equipped with tuned liquid column damper: An experimental study. Mechanical Systems and Signal Processing 116, 816-831
Ghosh, A. and Basu, B. (2007). Alternative approach to optimal tuning parameter of liquid damper for seismic applications. Journal of Structural Engineering 133(12), 1848-1852
Lee, S.K., Lee, H.R. and Min, K.W. (2012). Experimental verification on nonlinear dynamic characteristic of a tuned liquid column damper subjected to various excitation amplitudes. The Structural Design of Tall and Special Buildings 21, 374-388
Mohebbi, M., Dabbagh, H.R. and Shakeri, K. (2015). Optimal design of multiple tuned liquid column dampers for seismic vibration control of MDOF structures. Periodica Polytechnica Civil Engineering 59(4), 543-558
NCh2745 (2013). Análisis y diseño de edificios con aislación sísmica. Instituto Nacional de Normalización INN, Santiago, Chile
Sakai, F., Takaeda, S. and Tamaki, T. (1989). Tuned liquid column damper-new type device for suppression of building vibration. International Conference on High-Rise Buildings, Nanjing, China, 926–931
Sgobba, M. and Marano, G.C. (2010). Optimum design of linear tuned mass dampers for structures with nonlinear behavior. Mechanical Systems and Signal Processing 24(6), 1739-175
Won, A.Y.J., Pires, J.A. and Haroun, M.A. (1996). Stochastic seismic performance evaluation of tuned liquid column dampers. Earthquake Engineering & Structural Dynamics 25(11), 1259- 1274
Wu, J.C., Cheng, H.C. and Lin Y.Y. (2009). Optimal designs for non-uniform tuned liquid column dampers in horizontal motion. Journal of Sound and Vibration 326(1-2), 104-122
Xu, Y.L., Kwok, K.C.S. and Samali, B. (1992). The effect of tuned mass dampers and liquid dampers on cross-wind response of tall/slender structures. Journal of Wind Engineering and Industrial Aerodynamics 40(1), 33–54
Yalla, S.K. and Kareem, A. (2000). Optimum absorber parameters for tuned liquid column dampers. Journal of Structural Engineering 126(8), 906–915
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.