Comparative studies of vibration control effects between structures with particle dampers and tuned liquid dampers using substructure shake table testing methods
This paper compares the vibration control performance of particle dampers (PDs) and tuned liquid dampers (TLDs) by using the up-to-date substructure shake table testing (SSTT) method. In implementing the SSTT, three representative model-based integration algorithms, whose algorithmic parameters are...
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| Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) Jg. 121; S. 421 - 435 |
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| Format: | Journal Article |
| Sprache: | Englisch |
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| ISSN: | 0267-7261, 1879-341X |
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| Abstract | This paper compares the vibration control performance of particle dampers (PDs) and tuned liquid dampers (TLDs) by using the up-to-date substructure shake table testing (SSTT) method. In implementing the SSTT, three representative model-based integration algorithms, whose algorithmic parameters are functions of the complete model of the structure system to enable unconditional stability to be achieved within the framework of an explicit formulation, are adopted. The experimental procedures of the SSTT methods using the three integration algorithms are presented. The SSTT system of the single-degree-of-freedom (SDOF) structures with PDs/TLDs is constructed and verified by comparing the experimental results of the SSTTs and the corresponding complete structure shake table tests. The vibration reduction effects of PDs and TLDs with the same mass ratio are investigated and compared by conducting a series of SSTTs of the SDOF systems with such devices under the excitation of ground motion. The influences of mass ratio, damping ratio and structural frequency on control efficiency of PDs and TLDs are studied. The results from the parametric analyses demonstrate that all the aforementioned factors have significant impacts on the vibration control performance of both dampers. Most experimental results indicate that the PDs have better vibration control performance than the counterpart TLDs.
•The SSTT methods for the SDOF structure-PD/TLD system using three model-based integration algorithms are proposed.•The SSTT experimental platform for the SDOF structure-PD/TLD system is constructed and verified.•The vibration reduction effects of PDs and TLDs with the same mass ratio are investigated and compared.•The influences of mass ratio, damping ratio and structural frequency on control efficiency of PDs and TLDs are studied. |
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| AbstractList | This paper compares the vibration control performance of particle dampers (PDs) and tuned liquid dampers (TLDs) by using the up-to-date substructure shake table testing (SSTT) method. In implementing the SSTT, three representative model-based integration algorithms, whose algorithmic parameters are functions of the complete model of the structure system to enable unconditional stability to be achieved within the framework of an explicit formulation, are adopted. The experimental procedures of the SSTT methods using the three integration algorithms are presented. The SSTT system of the single-degree-of-freedom (SDOF) structures with PDs/TLDs is constructed and verified by comparing the experimental results of the SSTTs and the corresponding complete structure shake table tests. The vibration reduction effects of PDs and TLDs with the same mass ratio are investigated and compared by conducting a series of SSTTs of the SDOF systems with such devices under the excitation of ground motion. The influences of mass ratio, damping ratio and structural frequency on control efficiency of PDs and TLDs are studied. The results from the parametric analyses demonstrate that all the aforementioned factors have significant impacts on the vibration control performance of both dampers. Most experimental results indicate that the PDs have better vibration control performance than the counterpart TLDs. This paper compares the vibration control performance of particle dampers (PDs) and tuned liquid dampers (TLDs) by using the up-to-date substructure shake table testing (SSTT) method. In implementing the SSTT, three representative model-based integration algorithms, whose algorithmic parameters are functions of the complete model of the structure system to enable unconditional stability to be achieved within the framework of an explicit formulation, are adopted. The experimental procedures of the SSTT methods using the three integration algorithms are presented. The SSTT system of the single-degree-of-freedom (SDOF) structures with PDs/TLDs is constructed and verified by comparing the experimental results of the SSTTs and the corresponding complete structure shake table tests. The vibration reduction effects of PDs and TLDs with the same mass ratio are investigated and compared by conducting a series of SSTTs of the SDOF systems with such devices under the excitation of ground motion. The influences of mass ratio, damping ratio and structural frequency on control efficiency of PDs and TLDs are studied. The results from the parametric analyses demonstrate that all the aforementioned factors have significant impacts on the vibration control performance of both dampers. Most experimental results indicate that the PDs have better vibration control performance than the counterpart TLDs. •The SSTT methods for the SDOF structure-PD/TLD system using three model-based integration algorithms are proposed.•The SSTT experimental platform for the SDOF structure-PD/TLD system is constructed and verified.•The vibration reduction effects of PDs and TLDs with the same mass ratio are investigated and compared.•The influences of mass ratio, damping ratio and structural frequency on control efficiency of PDs and TLDs are studied. |
| Author | Fu, Bo Wu, Tao Jiang, Huanjun |
| Author_xml | – sequence: 1 givenname: Bo surname: Fu fullname: Fu, Bo organization: School of Civil Engineering, Chang’an University, Xi’an 710061, China – sequence: 2 givenname: Huanjun surname: Jiang fullname: Jiang, Huanjun organization: College of Civil Engineering, Tongji University, Shanghai 200092, China – sequence: 3 givenname: Tao surname: Wu fullname: Wu, Tao email: wutao@chd.edu.cn organization: School of Civil Engineering, Chang’an University, Xi’an 710061, China |
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| Cites_doi | 10.1002/eqe.2401 10.1007/s11831-013-9091-7 10.1061/(ASCE)AS.1943-5525.0000878 10.1111/j.1467-8667.2009.00607.x 10.1002/stc.2319 10.1002/stc.2058 10.1002/eqe.2826 10.1016/j.engstruct.2011.01.032 10.1016/j.arcontrol.2017.09.015 10.1002/stc.2125 10.1002/stc.1822 10.1002/tal.624 10.1002/tal.1266 10.1061/(ASCE)ST.1943-541X.0002213 10.1016/j.soildyn.2015.06.013 10.1177/1077546313514759 10.1016/j.soildyn.2018.06.008 10.1016/j.soildyn.2015.06.004 10.1002/stc.496 10.1002/eqe.1170 10.1002/eqe.2484 10.1002/eqe.838 10.1177/1077546313498616 10.1016/j.jsv.2006.05.018 10.1016/j.engstruct.2012.08.009 10.1002/stc.1716 10.1016/j.jsv.2006.12.006 10.1002/nme.5153 10.1002/stc.2295 10.1016/j.soildyn.2017.05.029 10.1016/j.ymssp.2009.09.011 10.1002/stc.1620 10.1142/S0219455419500536 10.1016/j.soildyn.2017.06.002 10.1016/j.soildyn.2018.07.036 |
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| Keywords | Substructure shake table testing Integration algorithm Vibration control Tuned liquid damper Particle damper |
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| SubjectTerms | Algorithms Comparative studies Dampers Damping ratio Ground motion Integration Integration algorithm Particle damper Shake table tests Substructure shake table testing Substructures Tuned liquid damper Vibration Vibration control |
| Title | Comparative studies of vibration control effects between structures with particle dampers and tuned liquid dampers using substructure shake table testing methods |
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