The DOI matches its Crossref record; 3 of the 3 references it cites were found in a registry or an index.
Characterization and design of tuned liquid dampers with floating roof considering arbitrary tank cross-sections
Open accessOverview
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
“Ruiz et al. [66] proposed a TLD with Floating Roof (TLD-FR) as shown in Fig. 6, to avoid wave breaking phenomena.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [66]
Citations
Cites
Parametric study and simplified design of tuned mass dampers
Rana, R., & Soong, T. T. (1998) · Engineering Structures · doi:10.1016/s0141-0296(97)00078-3 · Cited by 651
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Distributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings
Fu, T. S., & Johnson, E. A. (2011) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0000211 · Cited by 53
Research works printed but not linked: 38
- Soto, 2013, Tuned mass dampers, Archives of Computational Methods in Engineering, 20, 419, 10.1007/s11831-013-9091-7 · DOI · Paper page
- Chang, 1999, Mass dampers and their optimal designs for building vibration control, Engineering Structures, 21, 454, 10.1016/S0141-0296(97)00213-7 · DOI · Paper page
- Singh, 2002, Tuned mass dampers for response control of torsional buildings, Earthquake Engineering and Structural Dynamics, 31, 749, 10.1002/eqe.119 · DOI
- Kareem, 1999, Mitigation of motions of tall buildings with specific examples of recent applications, Wind and Structures, 2, 201, 10.12989/was.1999.2.3.201 · DOI
- Kareem, 1990, Reduction of wind induced motion utilizing a tuned sloshing damper, Journal of Wind Engineering and Industrial Aerodynamics, 36, 725, 10.1016/0167-6105(90)90070-S · DOI
- Fujino, 1992, Tuned liquid damper (TLD) for suppressing horizontal motion of structures, Journal of Engineering Mechanics, 118, 2017, 10.1061/(ASCE)0733-9399(1992)118:10(2017) · DOI
- Balendra, 1999, Vibration control of various types of buildings using TLCD, Journal of Wind Engineering and Industrial Aerodynamics, 83, 197, 10.1016/S0167-6105(99)00072-0 · DOI
- Hitchcock, 1997, Characteristics of liquid column vibration absorbers (LCVA)-I, Engineering Structures, 19, 126, 10.1016/S0141-0296(96)00042-9 · DOI
- Gur, 2015, Tuned liquid column ball damper for seismic vibration control, Structural Control and Health Monitoring, 22, 1325, 10.1002/stc.1740 · DOI
- Taflanidis, 2007, Robust reliability-based design of liquid column mass dampers under earthquake excitation using an analytical reliability approximation, Engineering Structures, 29, 3525, 10.1016/j.engstruct.2007.08.004 · DOI
- Xu, 1992, Control of along-wind response of structures by mass and liquid dampers, Journal of Engineering Mechanics, 118, 20, 10.1061/(ASCE)0733-9399(1992)118:1(20) · DOI
- Ghosh, 2004, Seismic vibration control of short period structures using the liquid column damper, Engineering Structures, 26, 1905, 10.1016/j.engstruct.2004.07.001 · DOI
- Gur, 2014, Compliant liquid column damper modified by shape memory alloy device for seismic vibration control, Smart Materials and Structures, 23, 105009, 10.1088/0964-1726/23/10/105009 · DOI · Paper page
- Tait, 2007, Effectiveness of a 2D TLD and its numerical modeling, Journal of Structural Engineering, 133, 251, 10.1061/(ASCE)0733-9445(2007)133:2(251) · DOI
- Love, 2010, Nonlinear simulation of a tuned liquid damper with damping screens using a modal expansion technique, Journal of Fluids and Structures, 26, 1058, 10.1016/j.jfluidstructs.2010.07.004 · DOI
- Kaneko, 2000, Dynamical modeling of deepwater-type cylindrical tuned liquid damper with a submerged net, Journal of Pressure Vessel Technology, 122, 96, 10.1115/1.556156 · DOI
- Banerji, 2011, Earthquake vibration control of structures using hybrid mass liquid damper, Engineering Structures, 33, 1291, 10.1016/j.engstruct.2011.01.006 · DOI
- Tamura, 1995, Effectiveness of tuned liquid dampers under wind excitation, Engineering Structures, 17, 609, 10.1016/0141-0296(95)00031-2 · DOI
- R.O. Ruiz, D. Lopez-Garcia, A.A. Taflanidis, An innovative type of tuned liquid damper, Proceedings of the Tenth U.S. National Conference on Earthquake Engineering, Anchorage, Alaska, 2014.
- Ruiz, 2016, Modeling and experimental validation of a new type of tuned liquid damper, Acta Mechanica, 10.1007/s00707-015-1536-7 · DOI
- Ruiz, 2015, An efficient computational procedure for the dynamic analysis of liquid storage tanks, Engineering Structures, 85, 206, 10.1016/j.engstruct.2014.12.011 · DOI
- Almazan, 2007, Linear isolation of stainless steel legged thin-walled tanks, Engineering Structures, 29, 1596, 10.1016/j.engstruct.2006.08.022 · DOI
- Sun, 1995, The properties of tuned liquid dampers using a TMD analogy, Earthquake Engineering Structural Dynamics, 24, 967, 10.1002/eqe.4290240704 · DOI
- Abe, 1995, Tuned mass dampers for structures with closely spaced natural frequencies, Earthquake Engineering and Structural Dynamics, 24, 247, 10.1002/eqe.4290240209 · DOI
- Marano, 2008, Robust optimum design of tuned mass dampers devices in random vibrations mitigation, Journal of Sound and Vibration, 313, 472, 10.1016/j.jsv.2007.12.020 · DOI
- Igusa, 1994, Vibration control using multiple tuned mass dampers, Journal of Sound and Vibration, 175, 491, 10.1006/jsvi.1994.1341 · DOI · Paper page
- Shum, 2009, Closed form optimal solution of a tuned liquid column damper for suppressing harmonic vibration of structures, Engineering Structures, 31, 84, 10.1016/j.engstruct.2008.07.015 · DOI
- Yalla, 2000, Optimum absorber parameters for tuned liquid column dampers, Journal of Structural Engineering, 126, 906, 10.1061/(ASCE)0733-9445(2000)126:8(906) · DOI
- Warburton, 1982, Optimum absorber parameters for various combinations of response and excitation parameters, Earthquake Engineering Structural Dynamics, 10, 381, 10.1002/eqe.4290100304 · DOI
- Marano, 2007, Constrained reliability-based optimization of linear tuned mass dampers for seismic control, International Journal of Solids and Structures, 44, 7370, 10.1016/j.ijsolstr.2007.04.012 · DOI
- Sacks, 1989, Design and analysis of computer experiments, Statistical Science, 4, 409
- Jia, 2013, Kriging metamodeling for approximation of high-dimensional wave and surge responses in real-time storm/hurricane risk assessment, Computer Methods in Applied Mechanics and Engineering, 261–262, 24, 10.1016/j.cma.2013.03.012 · DOI
- Picheny, 2010, Adaptive designs of experiments for accurate approximation of a target region, Journal of Mechanical Design, 132, 071008, 10.1115/1.4001873 · DOI
- Singh, 2002, Optimal placement of dampers for passive response control, Earthquake Engineering Structural Dynamics, 31, 955, 10.1002/eqe.132 · DOI
- Chakraborty, 2012, Performance of tuned liquid column dampers considering maximum liquid motion in seismic vibration control of structures, Journal of Sound and Vibration, 331, 1519, 10.1016/j.jsv.2011.11.029 · DOI
- Kim, 2012, Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm, Engineering Structures, 41, 242, 10.1016/j.engstruct.2012.03.038 · DOI
- Taflanidis, 2010, Performance measures and optimal design of linear structural systems under stochastic stationary excitation, Structural Safety, 32, 305, 10.1016/j.strusafe.2010.03.010 · DOI
- R. Kohavi, A study of cross-validation and bootstrap for accuracy estimation and model selection, Proceedings of the International Joint Conference on Artificial Intelligence, 1995, pp. 1137–1145.
Cited by
Sorted by citations
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
“[66] proposed a TLD with Floating Roof (TLD-FR) as shown in Fig.”
Metadata
- Authors
- Ruiz, R. O., Taflanidis, A. A., & Lopez-Garcia, D.
- Affiliations
- University of Notre Dame (US)
- Corresponding author
- Taflanidis, A.A.
- Venue
- Journal of Sound and Vibration
- Publisher
- Elsevier BV
- Published
- 2016-04
- Volume
- 368
- Pages
- 36-54
- ISSN
- 0022-460X (ISSN-L)
- OpenAlex
- W2268393211
- Cited by
- 32
- References
- 3
- Citations by year
- 2026: 3 · 2025: 4 · 2024: 4 · 2023: 6 · 2022: 4 · 2021: 4 · 2020: 2 · 2019: 1 · 2018: 2 · 2017: 1 · 2016: 1
- FWCI
- 2.27
- Type
- journal article
- Language
- en
- Open access
- green
- americanae.aecid.es
- Licence
- cc-by-nc-nd
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
- Locations
- Journal of Sound and Vibration (publishedVersion)
- Americanae (AECID Library) (submittedVersion, cc-by-nc-nd)
- LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas) (submittedVersion, cc-by-nc-nd)
- Funders
- Pontificia Universidad Catolica de Chile
- National Research Center for Integrated Natural Disaster Management (CONICYT/FONDAP/15110017)
- Ministerio de Educacion Superior de Chile
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Mechanical Engineering › Vibration and Dynamic Analysis
- Keywords
- tuned liquid damper, floating roof, sloshing, tuned mass damper, vibration control, efficiency index, roof displacement, structural dynamic response
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