The DOI matches its Crossref record.
Compliant liquid column damper modified by shape memory alloy device for seismic vibration control
Open accessAbstract
Liquid column dampers (LCDs) have long been used for the seismic vibration control of flexible structures.In contrast, tuning LCDs to short-period structures poses difficulty.Various modifications have been proposed on the original LCD configuration for improving its performance in relatively stiff structures.One such system, referred to as a compliant-LCD has been proposed recently by connecting the LCD to the structure with a spring.In this study, an improvement is attempted in compliant LCDs by replacing the linear spring with a spring made of shape memory alloy (SMA).Considering the dissipative, super-elastic, force-deformation hysteresis of SMA triggered by stress-induced micro-structural phase transition, the performance is expected to improve further.The optimum parameters for the SMA-compliant LCD are obtained through design optimization, which is based on a nonlinear random vibration response analysis via stochastic linearization of the force-deformation hysteresis of SMA and dissipation by liquid motion through an orifice.Substantially enhanced performance of the SMA-LCD over a conventional compliant LCD is demonstrated, the consistency of which is further verified under recorded ground motions.The robustness of the improved performance is also validated by parametric study concerning the anticipated variations in system parameters as well as variability in seismic loading.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
In the citing paper
“Gur et al. [104] showed that the efficacy of the LCD for vibration control of shortperiod structures can be enhanced by substituting a linear spring with SMA material, called SMALCD.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [104]
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 32
- Yao J T P, 1972, Journal of Structural Division, 98, 1567, 10.1061/JSDEAG.0003280 · DOI
- Sakai F, 1989, Proc. of the Int. Conf. On High Rise Buildings, 926
- 10.1016/0141-0296(95)00036-7 · DOI
- Soong T T, 1997, Passive Energy Dissipation Systems in Structural Engineering
- Den Hartog J P, 1956, Mechanical Vibrations McGraw-Hill
- 10.1016/j.jsv.2004.05.006 · DOI
- 10.1109/Transducers.2013.6626859 · DOI
- 10.1002/tal.v23.9 · DOI
- 10.12989/was.1999.2.3.201 · DOI
- 10.1109/TMECH.2011.2151203 · DOI
- 10.1061/(ASCE)0733-9399(1992)118:1(20) · DOI
- 10.1016/0167-6105(92)90519-G · DOI
- 10.1109/MEMSYS.2013.647418 · DOI
- 10.12989/sem.2008.28.1.089 · DOI
- 10.1504/IJMSI.2009.029340 · DOI
- Aly A M, 2008, Smart Mater. Struct., 17, 11
- Metwally H M, 2006, Alexandria Engineering Journal, 45, 131
- 10.1002/(ISSN)1096-9845 · DOI
- 10.1002/(ISSN)1096-9845 · DOI
- 10.1115/1.3422714 · DOI
- 10.1115/1.3153613 · DOI
- 10.1061/(ASCE)0733-9399(1991)117:11(2590) · DOI
- 10.1177/1045389X9400500109 · DOI
- 10.1115/1.3153594 · DOI
- 10.1006/jsvi.2000.3020 · DOI
- 10.1177/1045389X11411220 · DOI
- 10.1016/j.intermet.2012.07.024 · DOI
- 10.1002/(ISSN)1096-9845 · DOI
- Kanai K, 1957, Bulletin of Earthquake Research Institute University of Tokyo, 35, 309
- Tajimi H A, 1960, Proc. of the 2nd World Conf. on Earthquake Engineering, 11, 781
- Lutes D L, 2004, Random Vibrations Analysis of Structural and Mechanical Systems
- 10.1016/j.jsv.2011.11.029 · DOI
Cited by
Sorted by citations
Structural control and vibration issues in wind turbines: A review
Xie, F., & Aly, A.-M. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2019.110087 · Cited by 159
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“[104] showed that the efficacy of the LCD for vibration control of shortperiod structures can be enhanced by substituting a linear spring with SMA material, called SMALCD.”
Background
Metadata
- Authors
- Gur, S., Mishra, S. K., Bhowmick, S., & Chakraborty, S.
- Affiliations
- Indian Institute of Technology Kanpur (IN)
- Indian Institute of Engineering Science and Technology, Shibpur (IN)
- Venue
- Smart Materials and Structures
- Publisher
- IOP Publishing
- Published
- 2014-09-09
- Volume
- 23
- Issue
- 10
- Pages
- 105009
- ISSN
- 0964-1726 (ISSN-L)
- 1361-665X
- OpenAlex
- W2140163767
- Cited by
- 30
- References
- 0
- Citations by year
- 2026: 4 · 2025: 3 · 2023: 2 · 2022: 2 · 2021: 2 · 2020: 3 · 2019: 3 · 2018: 3 · 2017: 5 · 2016: 1 · 2015: 1
- FWCI
- 4.47
- Type
- journal article
- Language
- en
- Open access
- bronze
- doi.org
- Licence
- Locations
- Smart Materials and Structures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Materials Science › Materials Chemistry › Shape Memory Alloy Transformations
- Keywords
- shape memory alloys, seismic vibration control, short-period structures, superelasticity, hysteresis, equivalent linearization, nonlinear random vibration, design optimization, recorded ground motions, parametric robustness
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review