DOI QR코드

DOI QR Code

Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model

  • 투고 : 2011.06.01
  • 심사 : 2011.12.05
  • 발행 : 2012.04.25

초록

The benchmark on the ASCE cable-stayed bridge has gathered since its proposal the interest of many specialists in the field of the structural control and the dynamic response of long span bridges. Starting from the original benchmark statement in the MATLAB framework, a refined version of the bridge model is developed in the ANSYS commercial finite element environment. A passive structural control system is studied through non linear numerical analyses carried out in time domain for several seismic realizations in a multiple support framework. An innovative electro-inductive device is considered. Its positive performance is compared with an alternative version considering traditional metallic dampers.

키워드

과제정보

연구 과제번호 : Dynamic response of linear and nonlinear structures: modelling, testing and identification

연구 과제 주관 기관 : MIUR (Ministry of Education, University and Research)

참고문헌

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피인용 문헌

  1. Earthquake-Resilience-Based Control Solutions for the Extended Benchmark Cable-Stayed Bridge vol.142, pp.8, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001392
  2. Submerged Floating Tunnels under Seismic Motion: Vibration Mitigation and Seaquake effects vol.166, 2016, https://doi.org/10.1016/j.proeng.2016.11.546
  3. Refined optimal passive control of buffeting-induced wind loading of a suspension bridge vol.18, pp.1, 2014, https://doi.org/10.12989/was.2014.18.1.001
  4. A comprehensive approach to small and large-scale effects of earthquake motion variability 2017, https://doi.org/10.1016/j.compstruc.2017.04.010
  5. Wind and earthquake protection of cable-supported bridges vol.169, pp.3, 2016, https://doi.org/10.1680/bren.14.00026
  6. Extending the Benchmark Cable-Stayed Bridge for Transverse Response under Seismic Loading vol.19, pp.3, 2014, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000532
  7. A case study on the application of passive control and seismic isolation techniques to cable-stayed bridges: A comparative investigation through non-linear dynamic analyses vol.99, 2015, https://doi.org/10.1016/j.engstruct.2015.04.048
  8. Decision-making of alternative pylon shapes of a benchmark cable-stayed bridge using seismic risk assessment vol.11, pp.4, 2016, https://doi.org/10.12989/eas.2016.11.4.583
  9. Passive Control System for Mitigation of Longitudinal Buffeting Responses of a Six-Tower Cable-Stayed Bridge vol.2016, 2016, https://doi.org/10.1155/2016/6497851
  10. Seismic Fragility Assessment of an Isolated Multipylon Cable-Stayed Bridge Using Shaking Table Tests vol.2017, 2017, https://doi.org/10.1155/2017/9514086
  11. Characterization, modeling and assessment of Roll-N-Cage isolator using the cable-stayed bridge benchmark vol.224, pp.3, 2013, https://doi.org/10.1007/s00707-012-0771-4
  12. Passive control system for seismic protection of a multi-tower cable-stayed bridge vol.6, pp.5, 2014, https://doi.org/10.12989/eas.2014.6.5.495
  13. Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge vol.2016, 2016, https://doi.org/10.1155/2016/6217587
  14. Control of wind buffeting vibrations in a suspension bridge by TMD: Hybridization and robustness issues vol.155, 2015, https://doi.org/10.1016/j.compstruc.2015.02.031
  15. Damage detection and localization on a benchmark cable-stayed bridge vol.8, pp.5, 2015, https://doi.org/10.12989/eas.2015.8.5.1113
  16. Designing the control law on reduced-order models of large structural systems vol.23, pp.4, 2016, https://doi.org/10.1002/stc.1805
  17. Aeolic and Seismic Structural Vibrations Mitigation on Long-Span Cable-Supported Bridges vol.690-693, pp.1662-8985, 2013, https://doi.org/10.4028/www.scientific.net/AMR.690-693.1168
  18. Reduced-order coupled bidirectional modeling of the Roll-N-Cage isolator with application to the updated bridge benchmark vol.226, pp.10, 2015, https://doi.org/10.1007/s00707-015-1394-3
  19. The study of frictional damper with various control algorithms vol.12, pp.5, 2012, https://doi.org/10.12989/eas.2017.12.5.479
  20. Practical Design Method of Yielding Steel Dampers in Concrete Cable-Stayed Bridges vol.9, pp.14, 2019, https://doi.org/10.3390/app9142857