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Cited by 206

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Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper

De Domenico, D., Impollonia, N., Ricciardi, G.·2018·Soil Dynamics and Earthquake Engineering
DOI 10.1016/j.soildyn.2017.11.023
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Research works printed but not linked: 45

  1. Symans, 2008, Energy dissipation systems for seismic applications: current practice and recent developments, J Struct Eng, 134, 3, 10.1061/(ASCE)0733-9445(2008)134:1(3) · doi:10.1061/(asce)0733-9445(2008)134:1(3 · Paper page
  2. Soong, 2002, Supplemental energy dissipation: state-of-the-art and state-of-the-practice, Eng Struct, 24, 243, 10.1016/S0141-0296(01)00092-X · DOI · Paper page
  3. Housner, 1997, Structural control: past, present, and future, J Eng Mech, 123, 897, 10.1061/(ASCE)0733-9399(1997)123:9(897) · doi:10.1061/(asce)0733-9399(1997)123:9(897
  4. Warburton, 1982, Optimum absorber parameters for various combinations of response and excitation parameters, Earthq Eng Struct Dyn, 10, 381, 10.1002/eqe.4290100304 · DOI · Paper page
  5. Salvi, 2015, Optimum tuning of tuned mass dampers for frame structures under earthquake excitation, Struct Control Health Monit, 22, 707, 10.1002/stc.1710 · DOI
  6. Anagnostopoulos, 1992, An investigation of earthquake induced pounding between adjacent buildings, Earthq Eng Struct Dyn, 21, 289, 10.1002/eqe.4290210402 · DOI · Paper page
  7. Kelly, 1999, The role of damping in seismic isolation, Earthq Eng Struct Dyn, 28, 3, 10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D · DOI · Paper page
  8. Yang, 1991, Aseismic hybrid control systems for building structures, J Eng Mech, 117, 836, 10.1061/(ASCE)0733-9399(1991)117:4(836) · doi:10.1061/(asce)0733-9399(1991)117:4(836
  9. Taniguchi, 2008, Effect of tuned mass damper on displacement demand of base-isolated structures, Eng Struct, 30, 3478, 10.1016/j.engstruct.2008.05.027 · DOI · Paper page
  10. Tsai, 1995, The effect of tuned-mass dampers on the seismic response of base-isolated structures, Int J Solids Struct, 32, 1195, 10.1016/0020-7683(94)00150-U · DOI
  11. Palazzo, 1997, Response of base isolated systems equipped with tuned mass dampers to random excitations, J Struct Control, 4, 9, 10.1002/stc.4300040105 · doi:10.1002/stc.4300040105
  12. Xiang, 2014, Optimum design for more effective tuned mass damper system and its application to base-isolated buildings, Struct Control Health Monit, 21, 98, 10.1002/stc.1556 · DOI
  13. Takewaki, 2000, Soil-Structure random response reduction via TMD-VD simultaneous use, Comput Methods Appl Mech Eng, 190, 677, 10.1016/S0045-7825(99)00434-X · DOI
  14. Chen, 2009, The missing mechanical circuit, IEEE Circ Syst Mag, 1531-636X, 10, 10.1109/MCAS.2008.931738 · DOI · Paper page
  15. Lazar, 2014, Using an inerter-based device for structural vibration suppression, Earthq Eng Struct Dyn, 43, 1129, 10.1002/eqe.2390 · DOI · Paper page
  16. Pietrosanti, 2017, Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI), Earthq Eng Struct Dyn, 10.1002/eqe.2861 · DOI · Paper page
  17. Garrido, 2013, Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper, Eng Struct, 56, 2149, 10.1016/j.engstruct.2013.08.044 · DOI · Paper page
  18. Hu, 2015, Performance evaluation for inerter-based dynamic vibration absorbers, Int J Mech Sci, 99, 297, 10.1016/j.ijmecsci.2015.06.003 · DOI · Paper page
  19. Zhang, 2017, Optimal configurations for a linear vibration suppression device in a multi-storey building, Struct Control Health Monit, 24, e1887, 10.1002/stc.1887 · DOI
  20. Brzeski, 2015, The application of inerter in tuned mass absorber, Int J Non-Linear Mech, 70, 20, 10.1016/j.ijnonlinmec.2014.10.013 · DOI
  21. Ikago, 2012, Seismic control of SDOF structure using tuned viscous mass damper, Earthq Eng Struct Dyn, 41, 453, 10.1002/eqe.1138 · DOI · Paper page
  22. Takewaki, 2012, Fundamental mechanism of earthquake response reduction in building structures with inertial dampers, Struct Control Health Monit, 19, 590, 10.1002/stc.457 · DOI
  23. Makris, 2016, Seismic protection of structures with supplemental rotational inertia, J Eng Mech, 142, 10.1061/(ASCE)EM.1943-7889.0001152 · DOI · Paper page
  24. Hashimoto, 2015, Innovative base-isolated building with large mass-ratio TMD at basement for greater earthquake resilience, Future Cities Environ, 1, 1
  25. Wang, 2009, Two-stage optimum design of tuned mass dampers with consideration of stroke, Struct Control Health Monit, 16, 55, 10.1002/stc.312 · DOI
  26. De Domenico, 2017, An enhanced base isolation system equipped with optimal Tuned Mass Damper Inerter (TMDI), Earthq Eng Struct Dyn
  27. Saito K, Yogo K, Sugimura Y, Nakaminami S, Park K. Application of rotary inertia to displacement reduction for vibration control system. In: Proceedings of the 13th world conference on earthquake engineering 2004; paper #1764, p. 13.
  28. Saitoh, 2012, On the performance of gyro-mass devices for displacement mitigation in base isolation systems, Struct Control Health Monit, 19, 246, 10.1002/stc.419 · DOI
  29. Mirza Hessabi, 2016, Investigations of the application of gyro-mass dampers with various types of supplemental dampers for vibration control of building structures, Eng Struct, 126, 174, 10.1016/j.engstruct.2016.07.045 · DOI
  30. Chen, 2007, Stochastic seismic response and reliability analysis of base-isolated structures, J Earthq Eng, 11, 903, 10.1080/13632460701242757 · DOI
  31. Priestley, 1965, Evolutionary spectra and non-stationary processes, J Roy Stat Soc Ser B, 27, 204, 10.1111/j.2517-6161.1965.tb01488.x · DOI · Paper page
  32. Giaralis, 2012, Derivation of response spectrum compatible non-stationary stochastic processes relying on Monte Carlo-based peak factor estimation, Earthq Struct, 3, 581, 10.12989/eas.2012.3.3_4.581 · DOI
  33. Hsu, 1978, A random process for earthquake simulation, Earthq Eng Struct Dyn, 6, 347, 10.1002/eqe.4290060403 · DOI
  34. Castaldo, 2016, Optimal design of friction pendulum system properties for isolated structures considering different soil conditions, Soil Dyn Earthq Eng, 90, 74, 10.1016/j.soildyn.2016.08.025 · DOI
  35. Kanai, 1957, Semi-empirical formula for the seismic characteristics of the ground, Bull Earthq Res Inst Univ Tokyo, 35, 309
  36. Tajimi H. A statistical method of determining the maximum response of a building structure during an earthquake. In: Proceedings of the 2nd world conference on earthquake engineering, 1960, vol. II, p. 781–98.
  37. Der Kiureghian, 1992, Response spectrum method for multi-support seismic excitations, Earthq Eng Struct Dyn, 21, 713, 10.1002/eqe.4290210805 · DOI · Paper page
  38. Shinozuka, 1991, Simulation of stochastic processes by spectral representation, Appl Mech Rev, 44, 191, 10.1115/1.3119501 · DOI · Paper page
  39. Masri, 2017, Transient response of a SDOF system with an inerter to nonstationary stochastic excitation, J Appl Mech, 84, 10.1115/1.4035930 · DOI
  40. Reggio, 2015, Optimal energy-based seismic design of non-conventional Tuned Mass Damper (TMD) implemented via inter-story isolation, Earthq Eng Struct Dyn, 44, 1623, 10.1002/eqe.2548 · DOI · Paper page
  41. Heaton, 1995, Response of high-rise and base-isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake, Science, 267, 206, 10.1126/science.267.5195.206 · DOI · Paper page
  42. De Domenico, 2017, Seismic analysis of base-isolated buildings via an improved response-spectrum approach, Eng Struct
  43. De Domenico, 2015, RC members strengthened with externally bonded FRP plates: a FE-based limit analysis approach, Compos Part B: Eng, 71, 159, 10.1016/j.compositesb.2014.11.013 · DOI
  44. Muscolino, 2013, Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings, Earthq Eng Struct Dyn, 42, 163, 10.1002/eqe.2200 · doi:10.1002/eqe.2200
  45. Muscolino, 2005, Time-domain response of linear hysteretic systems to deterministic and random excitations, Earthq Eng Struct Dyn, 34, 1129, 10.1002/eqe.471 · doi:10.1002/eqe.471

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Metadata

Authors
De Domenico, D., Impollonia, N., & Ricciardi, G.
Venue
Soil Dynamics and Earthquake Engineering
Publisher
Elsevier BV
Published
2018-02
Volume
105
Pages
37-53
ISSN
0267-7261 (ISSN-L)
DOI
10.1016/j.soildyn.2017.11.023
OpenAlex
W2773668794
Cited by
206
References
3
FWCI
15.70
Type
journal article
Language
en
Open access
closed
Licence
www.elsevier.com/tdm/userlicense/1.0/ (tdm)
Funders
Ministero dell’Istruzione, dell’Università e della Ricerca (2015JW9NJT, 2015TTJN95)

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CoChat. (2026). Citation check: Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper. https://app.cochat.ai/papers/10.1016/j.soildyn.2017.11.023
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De Domenico, D., Impollonia, N., & Ricciardi, G. (2018). Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2017.11.023

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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.