Reliability of systems equipped with viscous dampers with variable properties

Andrea Dall'Asta, Laura Ragni, Fabrizio Scozzese, Enrico Tubaldi

Research output: Chapter in Book/Report/Conference proceedingConference contribution book

1 Citation (Scopus)

Abstract

Viscous dampers are energy dissipation devices widely employed for the seismic control of structures. The performance of systems equipped with viscous dampers has been extensively analyzed by employing deterministic approaches. However, these approaches neglect the response dispersion due to the uncertainties in the input as well as in the structural system properties. Some recent works highlighted the important role of these uncertainties in the seismic performance of systems with linear or nonlinear viscous dampers. The present study focuses on the uncertainty in the damper properties and it aims at evaluating its influence on the probabilistic response of the damped system. In particular, the variability of the damper properties is assumed to be constrained by the tolerances allowed in qualification and production control tests. A preliminary study on the damper response is carried out to relate the constitutive damper characteristics to the parameters controlled in the experimental tests and to evaluate the consequences of damper parameter variations on the dissipation properties of the device. In the subsequent part of the study, the response hazard curves, providing the relation between the values of the response parameters of interest and the relevant yearly exceedance probability, are evaluated. In the analyses, a simplified structural system is considered, and the Subset Simulation (SS) algorithm is employed together with the Markov Chain Monte Carlo method to achieve a good estimate of small probabilities of exceedance. A sensitivity analysis, considering the expected variations in the damper properties, is finally carried out by employing the Augmented SS method to study the influence of the device acceptance ranges on the hazard curves.

LanguageEnglish
Title of host publicationECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering
Pages5550-5566
Number of pages17
Volume3
DOIs
Publication statusPublished - 10 Jun 2016
Event7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016 - Crete, Greece
Duration: 5 Jun 201610 Jun 2016

Conference

Conference7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016
CountryGreece
CityCrete
Period5/06/1610/06/16

Fingerprint

Damper
Hazards
Production control
Set theory
Markov processes
Sensitivity analysis
Exceedance
Energy dissipation
Monte Carlo methods
Uncertainty
Hazard
Production Control
Curve
Subset
Markov Chain Monte Carlo Methods
Qualification
Energy Dissipation
Damped
Simulation Methods
Sensitivity Analysis

Keywords

  • reliability
  • sensitivity
  • subset simulation
  • viscous damper

Cite this

Dall'Asta, A., Ragni, L., Scozzese, F., & Tubaldi, E. (2016). Reliability of systems equipped with viscous dampers with variable properties. In ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering (Vol. 3, pp. 5550-5566) https://doi.org/10.7712/100016.2201.7987
Dall'Asta, Andrea ; Ragni, Laura ; Scozzese, Fabrizio ; Tubaldi, Enrico. / Reliability of systems equipped with viscous dampers with variable properties. ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering. Vol. 3 2016. pp. 5550-5566
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abstract = "Viscous dampers are energy dissipation devices widely employed for the seismic control of structures. The performance of systems equipped with viscous dampers has been extensively analyzed by employing deterministic approaches. However, these approaches neglect the response dispersion due to the uncertainties in the input as well as in the structural system properties. Some recent works highlighted the important role of these uncertainties in the seismic performance of systems with linear or nonlinear viscous dampers. The present study focuses on the uncertainty in the damper properties and it aims at evaluating its influence on the probabilistic response of the damped system. In particular, the variability of the damper properties is assumed to be constrained by the tolerances allowed in qualification and production control tests. A preliminary study on the damper response is carried out to relate the constitutive damper characteristics to the parameters controlled in the experimental tests and to evaluate the consequences of damper parameter variations on the dissipation properties of the device. In the subsequent part of the study, the response hazard curves, providing the relation between the values of the response parameters of interest and the relevant yearly exceedance probability, are evaluated. In the analyses, a simplified structural system is considered, and the Subset Simulation (SS) algorithm is employed together with the Markov Chain Monte Carlo method to achieve a good estimate of small probabilities of exceedance. A sensitivity analysis, considering the expected variations in the damper properties, is finally carried out by employing the Augmented SS method to study the influence of the device acceptance ranges on the hazard curves.",
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Dall'Asta, A, Ragni, L, Scozzese, F & Tubaldi, E 2016, Reliability of systems equipped with viscous dampers with variable properties. in ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering. vol. 3, pp. 5550-5566, 7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS Congress 2016, Crete, Greece, 5/06/16. https://doi.org/10.7712/100016.2201.7987

Reliability of systems equipped with viscous dampers with variable properties. / Dall'Asta, Andrea; Ragni, Laura; Scozzese, Fabrizio; Tubaldi, Enrico.

ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering. Vol. 3 2016. p. 5550-5566.

Research output: Chapter in Book/Report/Conference proceedingConference contribution book

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AU - Dall'Asta, Andrea

AU - Ragni, Laura

AU - Scozzese, Fabrizio

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N2 - Viscous dampers are energy dissipation devices widely employed for the seismic control of structures. The performance of systems equipped with viscous dampers has been extensively analyzed by employing deterministic approaches. However, these approaches neglect the response dispersion due to the uncertainties in the input as well as in the structural system properties. Some recent works highlighted the important role of these uncertainties in the seismic performance of systems with linear or nonlinear viscous dampers. The present study focuses on the uncertainty in the damper properties and it aims at evaluating its influence on the probabilistic response of the damped system. In particular, the variability of the damper properties is assumed to be constrained by the tolerances allowed in qualification and production control tests. A preliminary study on the damper response is carried out to relate the constitutive damper characteristics to the parameters controlled in the experimental tests and to evaluate the consequences of damper parameter variations on the dissipation properties of the device. In the subsequent part of the study, the response hazard curves, providing the relation between the values of the response parameters of interest and the relevant yearly exceedance probability, are evaluated. In the analyses, a simplified structural system is considered, and the Subset Simulation (SS) algorithm is employed together with the Markov Chain Monte Carlo method to achieve a good estimate of small probabilities of exceedance. A sensitivity analysis, considering the expected variations in the damper properties, is finally carried out by employing the Augmented SS method to study the influence of the device acceptance ranges on the hazard curves.

AB - Viscous dampers are energy dissipation devices widely employed for the seismic control of structures. The performance of systems equipped with viscous dampers has been extensively analyzed by employing deterministic approaches. However, these approaches neglect the response dispersion due to the uncertainties in the input as well as in the structural system properties. Some recent works highlighted the important role of these uncertainties in the seismic performance of systems with linear or nonlinear viscous dampers. The present study focuses on the uncertainty in the damper properties and it aims at evaluating its influence on the probabilistic response of the damped system. In particular, the variability of the damper properties is assumed to be constrained by the tolerances allowed in qualification and production control tests. A preliminary study on the damper response is carried out to relate the constitutive damper characteristics to the parameters controlled in the experimental tests and to evaluate the consequences of damper parameter variations on the dissipation properties of the device. In the subsequent part of the study, the response hazard curves, providing the relation between the values of the response parameters of interest and the relevant yearly exceedance probability, are evaluated. In the analyses, a simplified structural system is considered, and the Subset Simulation (SS) algorithm is employed together with the Markov Chain Monte Carlo method to achieve a good estimate of small probabilities of exceedance. A sensitivity analysis, considering the expected variations in the damper properties, is finally carried out by employing the Augmented SS method to study the influence of the device acceptance ranges on the hazard curves.

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Dall'Asta A, Ragni L, Scozzese F, Tubaldi E. Reliability of systems equipped with viscous dampers with variable properties. In ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering. Vol. 3. 2016. p. 5550-5566 https://doi.org/10.7712/100016.2201.7987