The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Ambient interference in long-term monitoring of buildings
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
“Despite the EOV influence being often reported for the case of bridge structures, this variability affects further structures, including tall buildings, as reported in Ref. [32], where one-year measurements of a 22-story reinforced concrete building are analyzed, and a relationship is established between natural frequencies and environmental factors, such as temperature and humidity.”
From On the Consistent Classification and Treatment of Uncertainties in Structural Health Monitoring Applications (2025) · cites this paper as [32]
Citations
Cites
Los Alamos National Lab., N. (. S., Doebling, S., USDOE, W., Farrar, C., Prime, M., & Shevitz, D. (1996) · doi:10.2172/249299 · Cited by 2,899
Flagged first, then by citations
Research works printed but not linked: 31
- Adams, 1978, A vibration technique for non-destructively assessing the integrity of structures, J Mech Eng Sci, 20, 93, 10.1243/JMES_JOUR_1978_020_016_02 · DOI · Paper page
- Bernal, 2002, Load vectors for damage localization, J Eng Mech, 128, 7, 10.1061/(ASCE)0733-9399(2002)128:1(7) · DOI
- Casas, 1994, Structural damage identification from dynamic-test data, J Struct Eng, 120, 2437, 10.1061/(ASCE)0733-9445(1994)120:8(2437) · DOI
- Catbas, 2008, Structural health monitoring and reliability estimation: long span truss bridge application with environmental monitoring data, Eng Struct, 30, 2347, 10.1016/j.engstruct.2008.01.013 · DOI · Paper page
- Clinton, 2006, The observed wander of the natural frequencies in a structure, Bull Seismol Soc Amer, 96, 237, 10.1785/0120050052 · DOI
- Crohas, 1982, Damage-detection monitoring method for offshore platforms is field-tested, Oil Gas J, 80, 94
- Ko, 2002, Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge, Eng Struct, 24, 857, 10.1016/S0141-0296(02)00024-X · DOI
- Liu, 2007, Effect of temperature on modal variability of a curved concrete bridge under ambient loads, J Struct Eng, 133, 1742, 10.1061/(ASCE)0733-9445(2007)133:12(1742) · DOI
- Naus DJ. The effect of elevated temperature on concrete materials and structures—a literature review. Report of Oak Ridge national laboratory. US Nuclear regulatory commissions office of nuclear regulatory research. Washington (DC), 20555-0001. 2006.
- Ni, 2005, Correlating modal properties with temperature using long-term monitoring data and support vector machine techniques, Eng Struct, 27, 1762, 10.1016/j.engstruct.2005.02.020 · DOI
- Salawu, 1997, Detection of structural damage through changes in frequency: a review, Eng Struct, 19, 718, 10.1016/S0141-0296(96)00149-6 · DOI · Paper page
- Wu, 1992, Use of neural networks in detection of structure damage, Eng Struct, 42, 649
- Xia, 2006, Long term vibration monitoring of an RC slab: temperature and humidity effect, Eng Struct, 28, 441, 10.1016/j.engstruct.2005.09.001 · DOI · Paper page
- Yuen, 2004, Two-stage structural health monitoring approach for phase I benchmark studies, J Eng Mech, 130, 16, 10.1061/(ASCE)0733-9399(2004)130:1(16) · DOI
- Yuen, 2006, Efficient model updating and monitoring methodology using incomplete modal data without mode matching, Struct Control Health Monit, 13, 91, 10.1002/stc.144 · DOI · Paper page
- Yuen, 2006, On the complexity of artificial neural networks for smart structures monitoring, Eng Struct, 28, 977, 10.1016/j.engstruct.2005.11.002 · DOI
- Sohn, 1999, An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge, Earthq Eng Struct Dyn, 28, 879, 10.1002/(SICI)1096-9845(199908)28:8<879::AID-EQE845>3.0.CO;2-V · DOI
- Bamu, 2005, Damage, deterioration and the long-term structural performance of cooling-tower shells: a survey of developments over the past 50 years, Eng Struct, 27, 1794, 10.1016/j.engstruct.2005.04.020 · DOI
- Kim, 2007, Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions, Eng Struct, 29, 1354, 10.1016/j.engstruct.2006.07.024 · DOI
- Lee, 2006, Damage diagnosis of steel girder bridges using ambient vibration data, Eng Struct, 28, 912, 10.1016/j.engstruct.2005.10.017 · DOI
- Katafygiotis, 2001, Bayesian spectral density approach for modal updating using ambient data, Earthq Eng Struct Dyn, 30, 1103, 10.1002/eqe.53 · DOI
- Timoshenko, 1922, On the transverse vibrations of bars of uniform cross-section, Phil Mag, 43, 125, 10.1080/14786442208633855 · DOI
- Yuen, 2002, Spectral density estimation of stochastic vector processes, Probab Eng Mech, 17, 265, 10.1016/S0266-8920(02)00011-5 · DOI
- Beck, 1998, Updating models and their uncertainties. I: Bayesian statistical framework, J Eng Mech, 124, 455, 10.1061/(ASCE)0733-9399(1998)124:4(455) · DOI
- Beck, 2004, Model selection using response measurements: Bayesian probabilistic approach, J Eng Mech, 130, 192, 10.1061/(ASCE)0733-9399(2004)130:2(192) · DOI
- Van Rensburg, 2006, Natural frequencies and modes of a Timoshenko beam, Wave Motion, 44, 58, 10.1016/j.wavemoti.2006.06.008 · DOI
- Kapur, 1966, Vibrations of a Timoshenko beam using finite-element approach, J Acoust Soc Am, 40, 1058, 10.1121/1.1910188 · DOI
- Wittrick, 1971, A general algorithm for computing natural frequencies of elastic structures, Quart J Mech Appl Math, 24, 263, 10.1093/qjmam/24.3.263 · DOI
- Li, 2008, A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler–Bernoulli beams, J Sound Vibration, 318, 1210, 10.1016/j.jsv.2008.04.056 · DOI
- Wu, 2004, Finite element model updating for a high-rise structure based on ambient vibration measurements, Eng Struct, 26, 979, 10.1016/j.engstruct.2004.03.002 · DOI
- Buckingham, 1914, On physically similar systems: illustrations of the use of dimensional analysis, Phys Rev, 4, 345, 10.1103/PhysRev.4.345 · DOI · Paper page
Cited by
Sorted by citations
Structural health monitoring research under varying temperature condition: a review
Han, Q., Ma, Q., Xu, J., & Liu, M. (2021) · Journal of Civil Structural Health Monitoring · doi:10.1007/s13349-020-00444-x · Cited by 190
Mu, H.-Q., & Yuen, K.-V. (2018) · Measurement · doi:10.1016/j.measurement.2018.08.022 · Cited by 49
Self-citationZhou, K., Li, Q.-S., Zhi, L.-H., Han, X.-L., & Xu, K. (2023) · Engineering Structures · doi:10.1016/j.engstruct.2022.115162 · Cited by 31
Kamariotis, A., Vlachas, K., Ntertimanis, V., Koune, I., Cicirello, A., & Chatzi, E. (2025) · ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering · doi:10.1115/1.4067140 · Cited by 15
Metadata
- Authors
- Yuen, K.-V., & Kuok, S.-C.
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2010-08
- Volume
- 32
- Issue
- 8
- Pages
- 2379-2386
- ISSN
- 0141-0296
- Cited by
- 157
- References
- 1
- Language
- en
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