On the Effect of Intra- and Inter-Node Sampling Variability on Operational Modal Parameters in a Digital MEMS-Based Accelerometer Sensor Network for SHM: A Preliminary Numerical Investigation
Open accessAbstract
Reliable estimation of operational modal parameters is essential in structural health monitoring (SHM), particularly when these parameters serve as damage-sensitive features. Modern distributed monitoring systems, often employing digital MEMS accelerometers, must account for timing uncertainties across sensor networks. Clock irregularities can lead to non-deterministic sampling, introducing uncertainty in the identification of modal parameters. In this paper, the effects of timing variability throughout the network are propagated to the final modal quantities through a Monte-Carlo-based framework. The modal parameters are identified using the covariance-driven stochastic subspace identification (SSI-COV) algorithm. A finite element model of a steel cantilever beam serves as a test case, with timing irregularities modeled probabilistically to simulate variations in sensing node clock stability. The results demonstrate that clock variability at both intra-node and inter-node levels significantly influences mode shape estimation and introduces systematic biases in the identified natural frequencies and damping ratios. The confidence intervals are calculated, showing increased uncertainty with greater timing irregularity. Furthermore, the study examines how clock variability impacts damage detection, offering metrological insights into the limitations of distributed vibration-based SHM systems. Overall, the findings offer guidance for designing and deploying monitoring systems with independently timed nodes, aiming to enhance their reliability and robustness.
AI snapshot
Written from the paper’s full text.
TL;DR
This preliminary numerical study propagates intra- and inter-node sampling variability in a digital MEMS accelerometer network to operational modal parameters using a Monte Carlo framework and SSI-COV. It finds that mode shapes degrade sharply even at small timing variability, natural frequencies are biased low, and damping ratios are biased high, with consequences for damage detection.
Key findings
- Mode shapes are highly sensitive to non-deterministic sampling: MAC values are around 0.8 at αx = 0.01%, decline sharply at low αx, and at αx = 3% the mode shapes become “completely unrecognizable and unusable.”
- Natural frequencies are systematically underestimated as αx increases, while damping ratios are overestimated; the normalized mean shows natural frequencies are more stable than damping ratios.
- Identification success rate ηj varies by resonance: for j = 2 and j = 3 it drops to a minimum between αx = 1.4% and 2.0%, while for j = 5 it drops to zero, making j = 5 the most sensitive resonance.
- In damage scenarios, sampling variability can mask stiffness reduction: for d1 at αx = 3.0%, damaged and undamaged natural-frequency confidence intervals overlap up to damage severity 3, and damping intervals overlap even at severe stiffness reduction; for d2 at αx = 1%, sampling variability outweighs the stiffness-reduction effect for both frequency and damping.
Methods
- A 5 m steel cantilever beam was modeled in Abaqus as a 2D linear FE structure: rectangular cross-section 0.012 m × 0.006 m, mass density 7800 kg/m³, E = 210 GPa, Poisson’s coefficient 0.3, 49 B12 elements, 50 nodes, and six virtual accelerometers; damping was proportional with γ = 0.05 s⁻¹ and β = 3.5 × 10⁻⁵ s.
- Operational modal parameters were identified with covariance-driven stochastic subspace identification (SSI-COV), using τ = 2 s, εcluster = 4 Hz, fixed Kc = 100 samples per chunk, and T = 240 s; resonance j = 1 was excluded, so analysis covered j = 2 to j = 5.
- Non-deterministic sampling was modeled probabilistically as Gaussian ODR variability with coefficient of variation αx; Monte Carlo simulations used M = 10³ iterations after convergence was observed at M = 10³, with 51 datasets for αx from 0.01% to 10% in the undamaged case and 69 additional datasets for damage cases d1, d2, and d3 at αx = 1.0%, 2.0%, and 3.0%.
Limitations
- The paper states that the results refer to a specific test case and are not intended to be universally generalized; it also states that the Monte Carlo method has a key limitation in computational cost, requiring significant resources for statistically meaningful datasets.
- The paper states that the framework fixes, simplifies, or neglects modal complexity, environmental and operational variables, sensor placement, and signal-to-noise ratio; EOVs are assumed constant and low SNR is not treated as a source of variability.
- Evident from the text: this is a numerical, preliminary investigation without experimental validation on a real MEMS sensor network, uses only one identification algorithm (SSI-COV), assumes fixed chunk size with no data-loss events, and tests only two nominal ODRs (500 and 833 samples/s).
Model-written summary. Check it against the paper before relying on it.
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
1 of 37 cited sources checked · 1 supported · 0 flagged
- Findingown data
Confidence intervals show increased uncertainty with greater timing irregularity.
“The confidence intervals are calculated, showing increased uncertainty with greater timing irregularity.”
Quote in the paperSubstantial claim - Findingown data
Clock variability at both intra-node and inter-node levels introduces systematic biases in the identified natural frequencies and damping ratios.
“The results demonstrate that clock variability at both intra-node and inter-node levels significantly influences mode shape estimation and introduces systematic biases in the identified natural frequencies and damping ratios.”
Quote in the paperSubstantial claim - Findingown data
Clock variability at both intra-node and inter-node levels significantly influences mode shape estimation.
“The results demonstrate that clock variability at both intra-node and inter-node levels significantly influences mode shape estimation and introduces systematic biases in the identified natural frequencies and damping ratios.”
Quote in the paperSubstantial claim - Findingown data
At low-frequency resonances j=2 and j=3, ηj drop to a minimum between αx=1.4% and αx=2.0%.
“focusing on low-frequency resonances, at both j=2 (Figure 7a, Figure 8a and Figure 9a) and j=3 (Figure 7b, Figure 8b and Figure 9b), ηj drop to a minimum between αx=1.4% and αx=2.0%.”
Quote in the paperNot a substantial claim - Findingown data
As αx increases, the sample mean of natural frequency μ^ωj/2π(αx) decreases.
“At the same time, the sample mean μ^ωj/2π(αx) shows the opposite trend.”
- Also stated in: § 5.2. Confidence Intervals in Presence of a Structural Alteration Under Non-Deterministic Sampling · plain
“the confidence interval Δωj/2π decreases in terms of mean value μ^ωj/2π and becomes wider in terms of standard deviation σ^ωj/2π”
Quote in the paperSubstantial claim - Also stated in: § 5.2. Confidence Intervals in Presence of a Structural Alteration Under Non-Deterministic Sampling · plain
- Findingown data
At αx=0.01%, mode shapes reasonably resemble those from the eigenvalue analysis (MAC values around 0.8).
“At the most synchronous datasets αx=0.01%, mode shapes reasonably resemble those from the eigenvalue analysis (MAC values around 0.8).”
Quote in the paperSubstantial claim - Findingown data
At αx=3.0%, for damage location d1 and resonance j=2, the confidence intervals Δωj/2πd1 and Δωj/2π are overlapped up to damage severity equal to 3.
“at αx=3.0% (Figure 16e), Δωj/2πd1 and Δωj/2π are overlapped up to damage severity equal to 3.”
Quote in the paperSubstantial claim - Findingcitation
Convergence to low variability in terms of mean and standard deviations is reached at M=10^3.
“Convergence to low variability in terms of mean and standard deviations is reached at M=103, where both metrics stabilized with minimal variation beyond that point and correspond to the plateau of the coefficient of variation [40].”
Quote in the paperSubstantial claim0 of 1 sources checked- cites [40] Rubinstein, R.Y., and Kroese, D.P. (2017). Simulation and the Monte Carlo Method, John Wiley & Sons, Inc.. [3rd ed.]. source
- Findingcitation
Across all resonances and for both ODRnl values, the MAC consistently shows a sharp decline even at the initial levels of sampling variability.
“Across all resonances and for both ODRnl values, the MAC consistently shows a sharp decline even at the initial levels of sampling variability.”
Quote in the paperSubstantial claim - Findingown data
These trends in damping ratio are observed at both considered ODRnl.
“Again, those trends are observed at both the considered ODRnl.”
Quote in the paperNot a substantial claim - Findingown data
For increasing αx, natural frequencies are underestimated.
“the natural frequencies (Figure 11a,b) are underestimated”
Quote in the paperSubstantial claim - Findingown data
At resonance j=5, the ηj parameter drops to zero.
“A critical condition is noticed at the last resonance value j=5 (Figure 7d, Figure 8d and Figure 9d), where the ηj parameter drops to zero.”
Quote in the paperSubstantial claim - Findingown data
At αx=3%, for damage d1, the confidence intervals of damping are completely overlapped on those from the baseline, even at the most severe stiffness reduction.
“at αx=3% (Figure 16f), the confidence intervals are completely overlapped on those from the baseline, even at the most severe stiffness reduction.”
Quote in the paperSubstantial claim - Findingown data
At αx=3%, mode shapes are completely unrecognizable and unusable.
“As expected, the non-deterministic sampling variability of αx=3% reported in the last column makes the mode shapes completely unrecognizable and unusable.”
Quote in the paperSubstantial claim - Findingown data
For damage case d2 and resonance j=4, non-deterministic sampling variability outweighs the impact of a stiffness reduction even at αx=1%, for both natural frequency and damping ratio.
“The fact that non-deterministic sampling variability outweighs the impact of a stiffness reduction is visible even at lower level αx=1%, for both the natural frequency (Figure 17a) and the damping ratio (Figure 17b).”
Quote in the paperSubstantial claim - Findingown data
As αx increases, the sample standard deviation of natural frequency σ^ωj/2π(αx) increases.
“as αx increases, the sample standard deviation σ^ωj/2π(αx) also increases.”
- Also stated in: § 5.2. Confidence Intervals in Presence of a Structural Alteration Under Non-Deterministic Sampling · plain
“the confidence interval Δωj/2π decreases in terms of mean value μ^ωj/2π and becomes wider in terms of standard deviation σ^ωj/2π”
Quote in the paperSubstantial claim - Also stated in: § 5.2. Confidence Intervals in Presence of a Structural Alteration Under Non-Deterministic Sampling · plain
- Findingown data
For increasing αx, damping ratios are overestimated.
“while the damping ratios (Figure 11c,d) are overestimated.”
Quote in the paperSubstantial claim - Findingown data
The modal progression presented in Table 1 demonstrates well-separated resonances in the frequency domain.
“The modal progression presented in Table 1 demonstrates well-separated resonances in the frequency domain.”
Quote in the paperSubstantial claim - Findingreasoning
At resonance j=5, a noisy trend is observed at natural frequencies.
“At resonance j=5, where the identification of the modal parameter process becomes critical, a noisy trend is observed at natural frequencies (Figure 11a,b)”
Quote in the paperNot a substantial claim - Findingown data
At resonance j=4, no local minimum in ηj is observed until the non-deterministic sampling variability becomes significant.
“Moving at higher frequencies, at resonance j=4 (Figure 7c, Figure 8c and Figure 9c), no local minimum in ηj is observed until the non-deterministic sampling variability becomes significant.”
Quote in the paperNot a substantial claim - Findingown data
The comparison between ODRnl=500 samples/s and ODRnl=833 samples/s showed very similar trends.
“Moreover, the comparison presented earlier between the two ODR values, i.e., 500 samples/s and 833 samples/s, showed very similar trends.”
Quote in the paperSubstantial claim - Findingown data
Natural frequencies can lose reliability in damaged configurations.
“Importantly, this study demonstrates that natural frequencies—often viewed as robust indicators—can lose reliability in damaged configurations.”
Quote in the paperSubstantial claim - Findingcitation
Damping ratios show increased sensitivity.
“Damping ratios also show increased sensitivity, consistent with prior observations [33].”
Quote in the paperSubstantial claim0 of 1 sources checked- cites [33] Cunha, 2009, Online automatic identification of the modal parameters of a long span arch bridge, Mech. Syst. Signal Process. source
- Findingcitation
Natural frequencies are generally robust to lack of synchronization.
“Results align with findings by Lei [12] and Bernal [13]: natural frequencies are generally robust to lack of synchronization”
Quote in the paperSubstantial claim0 of 2 sources checked - Findingcitation
Even minimal misalignment is sufficient to degrade mode shapes, making them unreliable for damage detection.
“whereas even minimal misalignment is sufficient to degrade mode shapes, making them unreliable for damage detection.”
Quote in the paperSubstantial claim0 of 2 sources checked - Interpretationnone given
At the inter-node level, the lack of a master time reference among the sensor nodes leads to non-simultaneous sampling among DOFs.
“At the inter-node level, the lack of a master time reference among the sensor nodes leads to non-simultaneous sampling among DOFs.”
Quote in the paperSubstantial claim - Interpretationown data
Sensor networks with limited sampling uncertainty are better suited to detect damage than those affected by higher sampling uncertainty.
“The stability of natural frequency with respect to sampling variability confirms that sensor networks with limited sampling uncertainty are better suited to detect damage than those affected by higher sampling uncertainty.”
Quote in the paperSubstantial claim - Interpretationnone given
Non-deterministic sampling can bias the estimation of operational modal parameters.
“This phenomenon can bias the estimation of operational modal parameters.”
Quote in the paperSubstantial claim - Interpretationown data
Natural frequency is less susceptible than damping ratio to ODR variability.
“with ωj/2π being less susceptible than ζj to ODR variability.”
Quote in the paperSubstantial claim - Interpretationreasoning
The noisy trend at resonance j=5 can reasonably be attributed to the loss of statistical significance of the mean value over the M iterations.
“this can reasonably be attributed to the loss of statistical significance of the mean value over the M iterations, as previously noted.”
Quote in the paperNot a substantial claim - Study design and conductown data
In this phase, the uncertainty on the operational modal parameters measured via confidence intervals is attributed solely to the non-deterministic sampling variability level αx, which is the only variable parameter among the datasets.
“In this phase, the uncertainty on the operational modal parameters measured via confidence intervals Δωj/2π(αx), Δζj(αx), and Δψj(αx), is attributed solely to the non-deterministic sampling variability level αx, which is the only variable parameter among the datasets (Table A1).”
Quote in the paperSubstantial claim- The authors state this as an assumption: The Monte Carlo framework assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.
- Interpretationown data
Damping estimation is more affected by non-deterministic sampling than by stiffness reduction.
“Conversely, damping estimation is more affected by the non-deterministic sampling than the stiffness reduction”
Quote in the paperSubstantial claim - Study design and conductnone given
The high computational cost required to generate a single database for a single level of αx poses significant limitations in reaching M=10^5 iterations.
“The high computational cost required to generate a single database (i.e., for a single level of αx) poses significant limitations in reaching a large number (M=105) of iterations.”
Quote in the paperSubstantial claim - Premisecitation
The use of digital sensor networks in OMA-based SHM applications is known to be affected by non-deterministic sampling, which occurs at both intra-node and inter-node levels.
“The use of digital sensor networks in OMA-based SHM applications is known to be affected by non-deterministic sampling, which occurs at both the intra-node and the inter-node levels.”
Quote in the paperSubstantial claim0 of 2 sources checked - Interpretationreasoning
A larger non-deterministic sampling variability brings a larger underestimation in the natural frequency.
“Therefore, a larger non-deterministic sampling variability brings a larger underestimation in the natural frequency.”
Quote in the paperSubstantial claim - Interpretationreasoning
In practice, the absence of shared clock signals within a node and between nodes of the sensor network suggests that the actual ODR may oscillate around the nominal ODR at both intra-node and inter-node levels.
“In practice, the absence of shared clock signals within a node and between nodes of the sensor network suggests that the actual ODR may oscillate around ODRnl,s at the individual node level (intra-node variability) and at the network level (inter-node variability).”
Quote in the paperNot a substantial claim- The authors state this as an assumption: Systematic clock drift errors are reasonably compensated by state-of-the-art resynchronization strategies.
- Premisecitation
Experimental evaluation of the ODR in a digital sensor network shows that it follows a statistical distribution that can be approximated by a Gaussian.
“In [39], the experimental evaluation of the ODR in a digital sensor network shows that it follows a statistical distribution that can be approximated by a Gaussian.”
Quote in the paperSubstantial claim0 of 1 sources checked- cites [39] Chang, F.K., Guemes, A., and Farhangdoust, S. (2023, January 12–14). Exploring Crowdsensing Potentials for Structural Health Monitoring Applications: Challenges and Opportunities. Proceedings of the 14th International Workshop on Structural Health Monitoring (IWSHM), Stanford, CA, USA.
Couldn’t be matched to a paper in Crossref, so it can’t be checked.
- Premisecitation
There is still a lack of a comprehensive methodology capable of systematically accounting for the sources of clock misalignment on the final modal parameters.
“Although the behavior of operational modal parameters in the presence of timing-uncertain conditions has been documented in a few seminal studies (e.g., [12,18]), there is still a lack of a comprehensive methodology capable of systematically accounting for the sources of clock misalignment on the final modal parameters.”
Quote in the paperSubstantial claim0 of 2 sources checked - Interpretationown data
Natural frequencies are more stable than damping ratios under increasing αx.
“The normalized mean value highlights the natural frequencies to be more stable, while the damping ratios are subjected to larger variation.”
Quote in the paperSubstantial claim - Interpretationown data
Resonance j=5 is the most sensitive to αx.
“This classifies j=5 as the resonance most sensitive to αx.”
Quote in the paperSubstantial claim - Interpretationreasoning
Spatial aliasing occurs from j=6 onward for the SHM system with S=6 sensor nodes.
“This implicitly restricts the analysis up to the fifth resonance (j=5), since the SHM system depicted in Figure 2 consists of only S=6 sensor nodes (sensitive to the DOF transversal to the beam axis), and spatial aliasing occurs from j=6 (Figure 3f) onward.”
Quote in the paperSubstantial claim - Interpretationown data
In damage case d2, the damping ratio is too heavily influenced by uncertain sampling to serve as a reliable damage-sensitive feature.
“Even in this second damage case d2, the damping ratio is too heavily influenced by uncertain sampling to serve as a reliable damage-sensitive feature.”
Quote in the paperSubstantial claim - Study design and conductreasoning
A key limitation of the method is its computational cost.
“A key limitation of the method is its computational cost.”
Quote in the paperSubstantial claim - Premisereasoning
Phase inconsistency across sensor nodes can bias damage-sensitive features in OMA-based SHM applications.
“This becomes critical in OMA-based SHM applications, where phase inconsistency across sensor nodes can bias damage-sensitive features.”
Quote in the paperNot a substantial claim - Study design and conductnone given
A Monte Carlo framework was developed to address the link between node-level sampling uncertainty and its effect on operational modal parameters.
“To address the link between node-level sampling uncertainty and its effect on operational modal parameters, a Monte Carlo framework was developed.”
Quote in the paperSubstantial claim- The authors state this as an assumption: The Monte Carlo framework assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.
- Interpretationown data
For damage case d3, natural frequency remains the most robust damage-sensitive parameter under sampling uncertainty.
“the results confirm that natural frequency remains the most robust damage-sensitive parameter under sampling uncertainty (Figure 18a,c).”
Quote in the paperSubstantial claim - Premisenone given
The presence of multiple independent clock sources can introduce non-deterministic sampling variability in the absence of a shared, deterministic time reference.
“However, the presence of multiple independent clock sources—one per component—can introduce non-deterministic sampling variability in the absence of a shared, deterministic time reference.”
Quote in the paperNot a substantial claim - Interpretationown data
For damage case d3, damping appears to be more influenced by sampling inconsistencies than by the structural alteration itself.
“Conversely, damping appears to be more influenced by sampling inconsistencies than by the structural alteration itself (Figure 18b,d).”
Quote in the paperSubstantial claim
- May combine two claims. 16
- Classified as probably not a substantial claim. 20
May combine two claims.
PremisecitationD'Emilia et al. found significant variability in actual sampling rates among 25 MEMS-based sensors from the same production batch and noticeable deviations from the nominal rate specified by the manufacturer.
“The results revealed significant variability in the actual sampling rates among the sensors, as well as noticeable deviations from the nominal rate specified by the manufacturer.”
Quote in the paperSubstantial claim1 of 1 sources checked- cites [6] D’Emilia, G., Gaspari, A., Natale, E., Prato, A., Mazzoleni, F., and Schiavi, A. (2021, January 7–9). Managing the sampling rate variability of digital MEMS accelerometers in dynamic calibration. Proceedings of the 2021 IEEE International Workshop on Metrology for Industry 4.0 & IoT (MetroInd4.0 & IoT), Rome, Italy. source
May combine two claims.
FindingreasoningAt resonance j=5, confidence intervals lose statistical significance when ηj drops to zero, and are completely unavailable once η5 has dropped to zero.
“At resonance j=5, consistently with the previous analysis on ηj, confidence intervals lose statistical significance when ηj drops to zero, and they are completely unavailable once after η5 has dropped to zero.”
Quote in the paperSubstantial claimMay combine two claims.
Findingown dataFor increasing αx, different ηj trends are observed across resonances, meaning that the number of times the j-th resonance is identified by SSI-COV is not uniform.
“For increasing αx, different ηj (Equation (19)) trends are observed across resonances, meaning that the number of times the j-th resonance is identified by SSI-COV is not uniform”
Quote in the paperSubstantial claimMay combine two claims.
Findingown dataThe trend of increasing standard deviation and decreasing mean of natural frequency with αx is confirmed at both ODRnl and in all resonances j=2 to j=5.
“This trend is confirmed at both ODRnl and in all resonances: j=2 (Figure 7a, Figure 8a and Figure 9a), j=3 (Figure 7b, Figure 8b and Figure 9b), j=4 (Figure 7c, Figure 8c and Figure 9c), and j=5 (Figure 7d, Figure 8d and Figure 9d).”
Quote in the paperSubstantial claimMay combine two claims.
Findingown dataAt αx=0.2%, the physical phase relationship at resonance j=3 is lost for ODRnl=500 samples/s but retained for ODRnl=833 samples/s.
“For instance, for αx=0.2%, the physical phase relationship at resonance j=3 is lost in case of ODRnl=500 samples/s (Figure 14g), but is retained in case of ODRnl=833 samples/s (Figure 15g)”
Quote in the paperSubstantial claimMay combine two claims.
Findingown dataThe specific values of ηj differ for ODRnl=500 samples/s and ODRnl=833 samples/s, but the same trend is recognizable.
“The specific values assumed by ηj are different for ODRnl=500 samples/s and ODRnl=833 samples/s; nevertheless, the same trend is recognizable”
Quote in the paperNot a substantial claimMay combine two claims.
Findingown dataFor all resonances, both the sampling mean and the sampling standard deviation of damping ratio increase for increasing αx.
“All resonances show that both the sampling mean μ^ζj and the sampling standard deviation μ^ζj increase for increasing αx—see, as example, resonance j=2 in Figure 8a, Figure 9a and Figure 10a.”
Quote in the paperSubstantial claimMay combine two claims.
Findingown dataAt αx=0.4%, the physical phase relationship at resonance j=2 is preserved for ODRnl=500 samples/s but becomes unreliable for ODRnl=833 samples/s.
“conversely, the physical phase relationship at resonance j=2 for αx=0.4% is preserved at ODRnl=500 samples/s (Figure 14c) but becomes unreliable at ODRnl=833 samples/s (Figure 15c).”
Quote in the paperSubstantial claimProbably not a substantial claim: may not pass S4 (based).
Interpretationnone givenWhen a common time reference cannot be shared among sensors belonging to the same network, the physical phase relationship among the sensorized DOFs is lost.
“When a common time reference cannot be shared among sensors belonging to the same network, the physical phase relationship among the sensorized DOFs is lost.”
Quote in the paperNot a substantial claimProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationPrevious works using different identification strategies arrived at the same conclusions: synchronization errors significantly affect mode shape estimation but have limited impact on frequency and damping estimates.
“Notably, previous works based on different identification strategies, such as [12] (using ARMAV models) and [13] (using SSI with corrective actions), arrived at the same conclusions: synchronization errors significantly affect mode shape estimation but have limited impact on frequency and damping estimates.”
Quote in the paperNot a substantial claim0 of 2 sources checkedProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationRecent works have emphasized that uncertainty quantification is central to ensuring safety and reliability when data volatility is high.
“Moreover, recent works [22,23] have emphasized that uncertainty quantification is not optional in SHM; it is central to ensuring safety and reliability when data volatility is high.”
Quote in the paperNot a substantial claim0 of 2 sources checked- cites [22] Wang, 2023, Towards high-accuracy data modelling, uncertainty quantification and correlation analysis for SHM measurements during typhoon events using an improved most likely heteroscedastic Gaussian process, Smart Struct. Syst. source
- cites [23] Wang, 2024, Data interpretation and forecasting of SHM heteroscedastic measurements under typhoon conditions enabled by an enhanced Hierarchical sparse Bayesian Learning model with high robustness, Measurement source
May combine two claims.
InterpretationreasoningLoss of the physical phase relationship can cause operational modal parameters to deviate from baseline even under undamaged conditions, leading to false alarms or masking structural alterations.
“Consequently, operational modal parameters can deviate from baseline even under undamaged conditions, leading to false alarms or masking structural alterations, resulting in missed detections.”
Quote in the paperSubstantial claimProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationUncertainty, measured through modelling errors and confidence intervals, increases significantly under extreme wind and traffic conditions.
“Uncertainty, measured through modelling errors and confidence intervals, increases significantly under extreme wind and traffic conditions.”
Quote in the paperNot a substantial claim0 of 2 sources checked- cites [22] Wang, 2023, Towards high-accuracy data modelling, uncertainty quantification and correlation analysis for SHM measurements during typhoon events using an improved most likely heteroscedastic Gaussian process, Smart Struct. Syst. source
- cites [23] Wang, 2024, Data interpretation and forecasting of SHM heteroscedastic measurements under typhoon conditions enabled by an enhanced Hierarchical sparse Bayesian Learning model with high robustness, Measurement source
Probably not a substantial claim: may not pass S3 (load-bearing). May combine two claims.
PremisecitationPrior findings indicate that natural frequencies remain reasonably unaffected, while damping values tend to be significantly overestimated.
“Their findings indicate that natural frequencies remain reasonably unaffected, while damping values tend to be significantly overestimated.”
Quote in the paperNot a substantial claim0 of 2 sources checkedProbably not a substantial claim: may not pass S3 (load-bearing). May combine two claims.
PremisecitationFrequency Domain Decomposition is known for robustness in low SNR conditions, while SSI-COV can outperform FDD and data-driven SSI in terms of speed if properly tuned.
“Among them, Frequency Domain Decomposition (FDD) is known for robustness in low SNR conditions, while covariance-driven stochastic subspace identification (SSI-COV) can outperform FDD and data-driven SSI in terms of speed if properly tuned [32].”
Quote in the paperNot a substantial claim0 of 1 sources checked- cites [32] Jahangiri, G., Nabavian, S.R., Davoodi, M.R., Neya, B.N., and Mostafavian, S. (2020). Effect of noise on output-only modal identification of beams. arXiv. source
Probably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationThe confidence interval metric for modal parameters estimated under stochastic conditions has been well established for aligned and properly sampled data.
“The confidence interval metric for modal parameters estimated under stochastic conditions has been well established for aligned and properly sampled data in [19,20,21].”
Quote in the paperNot a substantial claim0 of 3 sources checked- cites [19] Pintelon, 2007, Uncertainty calculation in (operational) modal analysis, Mech. Syst. Signal Process. source
- cites [20] Reynders, 2008, Uncertainty bounds on modal parameters obtained from stochastic subspace identification, Mech. Syst. Signal Process. source
- cites [21] Mevel, 2013, Efficient multi-order uncertainty computation for stochastic subspace identification, Mech. Syst. Signal Process. source
Probably not a substantial claim: may not pass S3 (load-bearing). May combine two claims.
Interpretationnone givenThe results presented refer to a specific test case and are not intended to be universally generalized.
“The results presented refer to a specific test case and are not intended to be universally generalized.”
Quote in the paperNot a substantial claimClassified as probably not a substantial claim.
Interpretationnone givenAt the intra-node level, multiple clock sources or instability of non-quartz-based clock sources results in data records sampled at non-constant time intervals.
“At the intra-node level, i.e., within a single digital node, the presence of multiple clock sources (e.g., in the ADC and MCU) or the instability of non-quartz-based clock sources results in data records sampled at non-constant time intervals.”
Quote in the paperSubstantial claimProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationLei et al. found that non-simultaneous sampling primarily affects mode shape identification rather than natural frequencies and damping ratios.
“Lei et al. [12] examined time delays caused by different triggering times, radio transmission interference, and internal sensor clock errors, highlighting that non-simultaneous sampling primarily affects mode shape identification rather than natural frequencies and damping ratios.”
Quote in the paperNot a substantial claim0 of 1 sources checked- cites [12] Lei, 2005, Algorithms for time synchronization of wireless structural monitoring sensors, Earthq. Eng. Struct. Dyn. source
May combine two claims.
PremisecitationMode shapes are the modal quantities most affected by lack of synchronization and require corrections for reliable use in SHM applications.
“Mode shapes are the modal quantities most affected by lack of synchronization and require corrections for reliable use in SHM applications.”
Quote in the paperSubstantial claim0 of 2 sources checkedProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationEnvironmental factors, particularly temperature, are known to affect the reliability of OMA-based damage detection because they influence the modal parameters of undamaged structures.
“Environmental factors—particularly temperature—are known to affect the reliability of OMA-based damage detection, as they influence the modal parameters of undamaged structures [24].”
Quote in the paperNot a substantial claim0 of 1 sources checked- cites [24] Sohn, 2007, Effects of environmental and operational variability on structural health monitoring, PHilosophical Trans. R. Soc. A Math. Phys. Eng. Sci. source
Classified as probably not a substantial claim.
Study design and conductown dataThe number of Monte Carlo simulations in the main analysis was fixed at M=10^3.
“Based on this observation, the number of Monte Carlo simulations in the main analysis was fixed at M=103.”
Quote in the paperSubstantial claimClassified as probably not a substantial claim.
PremisecitationPrevious studies [12,18] pointed out that even a tiny time misalignment is sufficient to lose the physical phase relationship between sensorized DOFs.
“As already mentioned, previous studies [12,18] pointed out that even a tiny time misalignment is sufficient to lose the physical phase relationship between sensorized DOFs.”
Quote in the paperSubstantial claim0 of 2 sources checkedClassified as probably not a substantial claim.
Study design and conductreasoningThe numerical model was used as a reference model with EOVs and algorithmic input parameters fixed to isolate the effect of non-deterministic sampling variability on operational modal parameters.
“Second, it serves as a reference model in which EOVs and algorithmic input parameters (Table 2) remain fixed so that the effect of non-deterministic sampling variability on the operational modal parameters can be isolated and assessed.”
Quote in the paperSubstantial claim- The authors state this as an assumption: The Monte Carlo framework assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.
Probably not a substantial claim: may not pass S4 (based).
Premisenone givenInter-node asynchronism arises because each sensor node generates its asynchronous time base independently, in the absence of a shared master clock.
“Inter-node asynchronism arises because each sensor node generates its asynchronous time base independently, in the absence of a shared master clock.”
Quote in the paperNot a substantial claimMay combine two claims.
PremisecitationSSI-COV integrates seamlessly into a Monte Carlo framework; it is computationally efficient, robust, and well suited for automation, making it ideal for reproducible modal parameter extraction.
“In addition, SSI-COV integrates seamlessly into a Monte Carlo framework. It is computationally efficient, robust, and well suited for automation, making it ideal for reproducible modal parameter extraction [20,33,34,35].”
Quote in the paperSubstantial claim0 of 3 sources checked- cites [20] Reynders, 2008, Uncertainty bounds on modal parameters obtained from stochastic subspace identification, Mech. Syst. Signal Process. source
- cites [33] Cunha, 2009, Online automatic identification of the modal parameters of a long span arch bridge, Mech. Syst. Signal Process. source
- cites [34] Cheynet, E. (2020). Operational modal analysis with automated SSI-COV algorithm. Zenodo. source
Classified as probably not a substantial claim.
PremisecitationPrevious works [12,13] suggested that natural frequencies and damping ratios are generally more robust to sampling variability.
“Since previous works [12,13] suggested that natural frequencies and damping ratios are generally more robust to sampling variability, convergence analysis on those parameters is reported in Figure 6.”
Quote in the paperSubstantial claim0 of 2 sources checkedClassified as probably not a substantial claim.
PremisereasoningWhen the structure undergoes a stiffness reduction, natural frequencies are expected to decrease with increasing damage severity.
“At the same time, when the structure undergoes a stiffness reduction (see Equation (3)), the natural frequencies are expected to decrease with increasing damage severity.”
Quote in the paperSubstantial claimMay combine two claims.
Interpretationown dataEarly-stage damage is not clearly detectable from resonance j=2 under αx=3.0%, and damage becomes distinguishable only at higher damage severity.
“This suggests that early-stage damage is not clearly detectable from resonance j=2 under such a non-deterministic sampling variability level, and the damage becomes distinguishable only at higher damage severity.”
Quote in the paperSubstantial claimProbably not a substantial claim: may not pass S3 (load-bearing).
PremisecitationPrevious findings in the literature [12,13] attribute such degradation to the loss of physical phase consistency between sensor nodes.
“This trend aligns with previous findings in the literature [12,13], which attribute such degradation to the loss of physical phase consistency between sensor nodes.”
Quote in the paperNot a substantial claim0 of 2 sources checkedClassified as probably not a substantial claim.
Study design and conductnone givenIntra- and inter-node sampling variability are modeled via a statistical distribution calibrated with vendor-provided information, from nominal ODR to actual sampling rate variability.
“Intra- and inter-node sampling variability are modeled via a statistical distribution calibrated with vendor-provided information, from nominal ODR (ODRnl) to actual sampling rate variability (αx).”
Quote in the paperSubstantial claim- The authors state this as an assumption: The Monte Carlo framework assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.
May combine two claims.
InterpretationreasoningConfidence intervals derived under healthy conditions may not extend to altered states, limiting their effectiveness for SHM.
“Confidence intervals derived under healthy conditions may not extend to altered states, limiting their effectiveness for SHM.”
Quote in the paperSubstantial claimProbably not a substantial claim: may not pass S4 (based).
Study design and conductnone givenMonte Carlo simulations require significant resources to generate statistically meaningful datasets.
“Monte Carlo simulations require significant resources to generate statistically meaningful datasets.”
Quote in the paperNot a substantial claim
The paper relies on this without support.
OMA requires the target system to be linear, the natural excitation to be stochastic, and the output acceleration data records to be collected synchronously.
“OMA requires the target system to be linear, the natural excitation g(t) stochastic, and the output acceleration data records to be collected synchronously.”
The authors state this as an assumption.
Environmental and operational variables are constant, and the same stochastic excitation is applied across all cases.
“In this study, EOVs are assumed constant, and the same stochastic excitation is applied across all cases.”
The authors state this as an assumption.
Systematic clock drift errors are reasonably compensated by state-of-the-art resynchronization strategies.
“Assuming that systematic clock drift errors are reasonably compensated by state-of-the-art resynchronization strategies—such as those based on network time protocol (NTP) [38] or global positioning system (GPS)—the non-deterministic component of ODR fluctuations remains.”
The authors state this as an assumption.
The number of samples per chunk Kc is constant during acquisition.
“The assumption of a constant Kc during acquisition is justified by the fact that the firmware architecture is based on interrupt requests, meaning that data chunk transmission is triggered once the FIFO buffer is filled.”
The paper relies on this without support.
State-of-the-art modal identification algorithms assume data to be collected with constant sampling intervals.
“State-of-the-art algorithms assume data to be collected with constant sampling intervals.”
The authors state this as an assumption.
The Monte Carlo framework assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.
“It assumes invariance in EOVs, firmware configuration, sensor placement, and the identification algorithm.”
The paper relies on this without support.
In realistic scenarios, non-deterministic sampling variability can only be approximately known.
“The considered range is expressed relative to the nominal output data rate (ODRnl) to reflect a realistic scenario in which non-deterministic sampling variability can only be approximately known.”
The paper relies on this without support.
The nominal output data rates of 500 samples/s and 833 samples/s can be easily found among commercially available digital MEMS modules.
“These values can be easily found among commercially available digital MEMS modules.”
Self-check
Percentages, sums and reported differences re-computed from the paper’s own numbers.
Each contradiction between two passages listed here was confirmed by an independent check.
Damping-ratio figure cited as natural-frequency evidence
MinorThe text cites Figure 8a as evidence for a trend in natural frequency, but elsewhere identifies Figure 8 as showing damping ratios.
“This trend is confirmed at both ODRnl and in all resonances: j=2 (Figure 7a, Figure 8a and Figure 9a)”
“Figure 8 and Figure 10 report the associated trends observed for the modal damping ratios.”
Damping-ratio standard deviation is labeled as a mean
MinorThe paper defines σ^ as the sample standard deviation, but this sentence labels the damping-ratio standard deviation μ^ζj, the same symbol it uses for the mean.
“both the sampling mean μ^ζj and the sampling standard deviation μ^ζj increase for increasing αx”
“ranges centered on the sample mean μ^ and extending one sample standard deviation σ^ in each direction”
Cites
Simulation and the Monte Carlo Method
Rubinstein, R. Y., & Kroese, D. P. (2016) · Wiley Series in Probability and Statistics · doi:10.1002/9781118631980 · Cited by 3,356 · see citing works
Internet time synchronization: the network time protocol
Mills, D. L. (1991) · IEEE Transactions on Communications · doi:10.1109/26.103043 · Cited by 1,876 · see citing works
Structural Health Monitoring: A Machine Learning Perspective
Farrar, C., & Worden, K. (2012) · Wiley eBooks · doi:10.1002/9781118443118 · Cited by 1,605 · cited 1× · see citing works
“Background on Digital Sensor Nodes for Vibration-Based SHM Structural health monitoring (SHM) [1] encompasses strategies to track the evolution of a system over time, providing timely warnings when potential structural changes are detected (e.g., [2,3]).”
Bendat, J. S., & Piersol, A. G. (2010) · Wiley series in probability and statistics · doi:10.1002/9781118032428 · Cited by 1,281 · see citing works
Stochastic System Identification for Operational Modal Analysis: A Review
Peeters, B., & Roeck, G. D. (2001) · Journal of Dynamic Systems Measurement and Control · doi:10.1115/1.1410370 · Cited by 1,003 · cited 2× · see citing works
“For a complete theoretical background, the reader is referred to [30,33].”
Introduction to Operational Modal Analysis
Brincker, R., & Ventura, C. E. (2015) · Wiley eBooks · doi:10.1002/9781118535141 · Cited by 946 · see citing works
Effects of environmental and operational variability on structural health monitoring
Sohn, H. (2007) · Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences · doi:10.1098/rsta.2006.1935 · Cited by 883 · cited 1× · see citing works
“Environmental factors—particularly temperature—are known to affect the reliability of OMA-based damage detection, as they influence the modal parameters of undamaged structures [24].”
Online automatic identification of the modal parameters of a long span arch bridge
Magalhães, F., Cunha, Á., & Caetano, E. (2009) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2008.05.003 · Cited by 506 · cited 4× · see citing works
“For a complete theoretical background, the reader is referred to [30,33].”
InfluentialUncertainty bounds on modal parameters obtained from stochastic subspace identification
Reynders, E., Pintelon, R., & De Roeck, G. (2008) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2007.10.009 · Cited by 454 · cited 1× · see citing works
“It is computationally efficient, robust, and well suited for automation, making it ideal for reproducible modal parameter extraction [20,33–35].”
Zhang, C., Mousavi, A. A., Masri, S. F., Gholipour, G., Yan, K., & Li, X. (2022) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2022.109175 · Cited by 411 · cited 1× · see citing works
“Several methods are available for extracting OMA parameters [30,31].”
Structural health monitoring using wireless smart sensor network – An overview
Sofi, A., Regita, J. J., Rane, B., et al. (2021) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2021.108113 · Cited by 327 · cited 1× · see citing works
“Each digital sensor node consists of a digital accelerometer module based on micro-electro-mechanical system (MEMS) technology, paired with a micro-controller unit (MCU) [6,8].”
3D vision technologies for a self-developed structural external crack damage recognition robot
Hu, K., Chen, Z., Kang, H., & Tang, Y. (2024) · Automation in Construction · doi:10.1016/j.autcon.2023.105262 · Cited by 324 · cited 1× · see citing works
“Background on Digital Sensor Nodes for Vibration-Based SHM Structural health monitoring (SHM) [1] encompasses strategies to track the evolution of a system over time, providing timely warnings when potential structural changes are detected (e.g., [2,3]).”
Wireless MEMS-Based Accelerometer Sensor Boards for Structural Vibration Monitoring: A Review
Sabato, A., Niezrecki, C., & Fortino, G. (2016) · IEEE Sensors Journal · doi:10.1109/jsen.2016.2630008 · Cited by 323 · cited 1× · see citing works
“Although the first two conditions are typically satisfied, the latter is not always guaranteed, especially in scalable and wireless sensor networks (WSN) [5–7] based on digital sensor nodes.”
Uncertainty calculation in (operational) modal analysis
Pintelon, R., Guillaume, P., & Schoukens, J. (2007) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2006.11.007 · Cited by 169 · cited 2× · see citing works
“The confidence intervals [19,21] for operational modal parameters are defined as ranges centered on the sample mean ˆ µ and extending one sample standard deviation ˆ σ in each direction.”
Detection, identification, and quantification of sensor fault in a sensor network
Kullaa, J. (2013) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2013.05.007 · Cited by 164 · cited 2× · see citing works
“This falls under the broader category of sensor faults [7], and represents an additional source of variability.”
Efficient multi-order uncertainty computation for stochastic subspace identification
Döhler, M., & Mevel, L. (2013) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2013.01.012 · Cited by 163 · cited 2× · see citing works
“The confidence intervals [19,21] for operational modal parameters are defined as ranges centered on the sample mean ˆ µ and extending one sample standard deviation ˆ σ in each direction.”
Wang, Q.-A., Liu, Q., Ma, Z.-G., Wang, J.-F., Ni, Y.-Q., Ren, W.-X., & Wang, H.-B. (2024) · Measurement · doi:10.1016/j.measurement.2024.114509 · Cited by 65 · cited 1× · see citing works
“Moreover, recent works [22,23] have emphasized that uncertainty quantification is not optional in SHM; it is central to ensuring safety and reliability when data volatility is high.”
Xiao, F., Mao, Y., Tian, G., et al. (2024) · Structural Control and Health Monitoring · doi:10.1155/2024/5530300 · Cited by 62 · cited 2× · see citing works
“Background on Digital Sensor Nodes for Vibration-Based SHM Structural health monitoring (SHM) [1] encompasses strategies to track the evolution of a system over time, providing timely warnings when potential structural changes are detected (e.g., [2,3]).”
Optimal Sensor Placement for Structural Health Monitoring: A Comprehensive Review
Sun, Z., Mahmoodian, M., Sidiq, A., Jayasinghe, S., Shahrivar, F., & Setunge, S. (2025) · Journal of Sensor and Actuator Networks · doi:10.3390/jsan14020022 · Cited by 53 · cited 1× · see citing works
“Sensor placement [26] .”
Algorithms for time synchronization of wireless structural monitoring sensors
Lei, Y., Kiremidjian, A. S., Nair, K. K., Lynch, J. P., & Law, K. H. (2005) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.432 · Cited by 50 · cited 8× · see citing works
“Results align with findings by Lei [12] and Bernal [13]: natural frequencies are generally robust to lack of synchronization, whereas even minimal misalignment is sufficient to degrade mode shapes, making them unreliable for damage detection.”
InfluentialDevelopment of Synchronized High-Sensitivity Wireless Accelerometer for Structural Health Monitoring
Shajihan, S. A. V., Chow, R., Mechitov, K. A., et al. (2020) · Sensors · doi:10.3390/s20154169 · Cited by 43 · cited 1× · see citing works
“Shajihan et al. [16] focused on clock oscillation issues within the internal ADCs of digital accelerometers.”
Effects of measurement noise on modal parameter identification
Dorvash, S., & Pakzad, S. N. (2012) · Smart Materials and Structures · doi:10.1088/0964-1726/21/6/065008 · Cited by 35 · see citing works
Dragos, K., Theiler, M., Magalhães, F., Moutinho, C., & Smarsly, K. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2248 · Cited by 33 · cited 2× · see citing works
“Furthermore, the availability of low-cost spare parts enables large-scale deployments with hardware redundancy, while MCU and ISPU can be used for onboard data processing on the edge of the network, within the node [9,10].”
Lucà, F., Manzoni, S., Cigada, A., & Frate, L. (2021) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2021.108547 · Cited by 29 · see citing works
Self-citationOperational modal analysis with automated SSI-COV algorithm
Cheynet, E. (2020) · Zenodo · doi:10.5281/zenodo.3774061 · Cited by 21
Frequency-domain synchronization of structural health monitoring data
Dragos, K., Magalhães, F., Manolis, G. D., & Smarsly, K. (2023) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2023.118017 · Cited by 19 · cited 1× · see citing works
“Later, in [15], they demonstrated that when real-time synchronization is infeasible, post-processing corrections can achieve time synchronization using cross-spectral density phase analysis.”
Wu, Y., Kang, F., Wan, G., & Li, H. (2024) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2024.112011 · Cited by 19 · cited 1× · see citing works
“It is computationally efficient, robust, and well suited for automation, making it ideal for reproducible modal parameter extraction [20,33–35].”
Spectral characteristics of asynchronous data in operational modal analysis
Zhu, Y.-C., & Au, S.-K. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.1981 · Cited by 18 · cited 4× · see citing works
“This aligns with the stability of the scalar operational parameters observed in [12] and later in [18], where lack of synchronization was modeled as a limited drift in time records to simulate sensor clock misalignment when a global clock reference is missing.”
InfluentialOnline decentralized parameter estimation of structural systems using asynchronous data
Huang, K. W., & Yuen, K. (2020) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2020.106933 · Cited by 15 · cited 2× · see citing works
“Huang et al. [10] introduced a decentralized framework for OMA-based SHM that eliminates the need for inter-sensor synchronization by relying solely on local measurements.”
A frequency domain approach for estimating relative time lag between vibration measurement data
Zhou, H. F., Yang, M., Wang, W. D., & Ni, Y. Q. (2018) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2018.08.020 · Cited by 13 · cited 1× · see citing works
“Zhou et al. [14] addressed the problem of realigning sensors with constant sampling rates, where the lack of synchronization is primarily caused by initial clock offsets.”
Analytical minimization of synchronicity errors in stochastic identification
Bernal, D. (2018) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2017.04.043 · Cited by 11 · cited 5× · see citing works
“Results align with findings by Lei [12] and Bernal [13]: natural frequencies are generally robust to lack of synchronization, whereas even minimal misalignment is sufficient to degrade mode shapes, making them unreliable for damage detection.”
InfluentialDynamic Multi-Axis Calibration of MEMS Accelerometers for Sensitivity and Linearity Assessment
Chiominto, L., D’Emilia, G., Gaspari, A., et al. (2025) · Sensors · doi:10.3390/s25072120 · Cited by 8 · cited 1× · see citing works
“This fundamental issue must be addressed both during dynamic calibration [11] and under operational conditions, such as in SHM applications.”
Managing the sampling rate variability of digital MEMS accelerometers in dynamic calibration
D'Emilia, G., Gaspari, A., Natale, E., Prato, A., Mazzoleni, F., & Schiavi, A. (2021) · 2021 IEEE International Workshop on Metrology for Industry 4.0 & IoT (MetroInd4.0&IoT) · doi:10.1109/metroind4.0iot51437.2021.9488520 · Cited by 8 · cited 2× · see citing works
“Each digital sensor node consists of a digital accelerometer module based on micro-electro-mechanical system (MEMS) technology, paired with a micro-controller unit (MCU) [6,8].”
Dynamic Multi-Axis Calibration of MEMS Accelerometers for Sensitivity and Linearity Assessment
Chiominto, L., D’Emilia, G., Gaspari, A., et al. (2025) · doi:10.20944/preprints202501.1810.v1 · Cited by 3
Structural Health Monitoring Using Wireless Sensor Networks with Nonsimultaneous Sampling
Kullaa, J. (2022) · Lecture notes in civil engineering · doi:10.1007/978-3-031-07254-3_41 · Cited by 1 · see citing works
Effect of noise on output-only modal identification of beams
Jahangiri, G., Nabavian, S. R., Davoodi, M. R., Neya, B. N., & Mostafavian, S. (2020) · arXiv · doi:10.48550/arxiv.2008.10416 · Cited by 1 · cited 1× · see citing works
“Among them, Frequency Domain Decomposition (FDD) is known for robustness in low SNR conditions, while covariance-driven stochastic subspace identification (SSI-COV) can outperform FDD and data-driven SSI in terms of speed if properly tuned [32].”
The effect of sensor noise on structural modal parameter identification
Li, S., Wang, T., Zhao, Y., Deng, C., & Li, X. (2021) · Journal of Physics Conference Series · doi:10.1088/1742-6596/1885/5/052049 · cited 1×
“Prior works (e.g., [28,29]) show that SNR effects in modal identification can be mitigated through algorithmic adjustments, such as increasing the model order.”
Flagged first, then by citations
Research works printed but not linked: 3
- Wang, 2023, Towards high-accuracy data modelling, uncertainty quantification and correlation analysis for SHM measurements during typhoon events using an improved most likely heteroscedastic Gaussian process, Smart Struct. Syst., 32, 267
- Allemang, R., and Brown, D. (1982, January 8–10). A correlation coefficient for modal vector analysis. Proceedings of the 1st International Modal Analysis Conference, Orlando, FL, USA.
- Chang, F.K., Guemes, A., and Farhangdoust, S. (2023, January 12–14). Exploring Crowdsensing Potentials for Structural Health Monitoring Applications: Challenges and Opportunities. Proceedings of the 14th International Workshop on Structural Health Monitoring (IWSHM), Stanford, CA, USA.
Cited by
Sorted by citations
Synthetic Data Generation for the Prototyping of Bridge Damage Detection Algorithms
Sinden, M., & Ríos, A. J. (2026) · Infrastructures · doi:10.3390/infrastructures11080293 · Cited by 2 · see citing works
“…model are intended to emulate the small variability commonly observed in experimentally identified modal properties due to sensor precision, data acquisition systems and signal processing, rather than to reproduce the intrinsic variability of the structural material properties themselves [41,42].”
Patanè, D., Todorokihara, M., Fertitta, G., et al. (2026) · Sensors · doi:10.3390/s26175528
Advanced Sensing Technology in Structural Health Monitoring
D’Emilia, G., & Natale, E. (2026) · Sensors · doi:10.3390/s26175438
- Authors
- Brambilla, M., Chiariotti, P., & Cigada, A.
- Affiliations
- Politecnico di Milano (IT)
- Corresponding author
- Chiariotti, Paolo
- Venue
- Sensors
- Publisher
- MDPI AG
- Published
- 2025-08-14
- Volume
- 25
- Issue
- 16
- Pages
- 5044
- ISSN
- 1424-8220 (ISSN-L)
- PMC
- PMC12390391
- OpenAlex
- W4413971052
- Semantic Scholar
- 59c3995d8142f9e6d20f586acdc315b7d8edb9fa
- Cited by
- 3
- References
- 3
- Citations by year
- 2026: 3
- FWCI
- 1.18
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Sensors (publishedVersion, cc-by)
- PubMed (publishedVersion)
- Virtual Community of Pathological Anatomy (University of Castilla La Mancha) (submittedVersion, cc-by)
- Europe PMC (PubMed Central) (submittedVersion, cc-by)
- PubMed Central (submittedVersion, cc-by)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Bladed Disk Vibration Dynamics
- Physical Sciences › Engineering › Control and Systems Engineering › Control Systems and Identification
- Keywords
- operational modal analysis, structural health monitoring, MEMS accelerometer, sensor networks, sampling uncertainty, stochastic subspace identification, mode shape identification, natural frequency estimation, damping ratio estimation, damage detection, cantilever beam, metrology
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.
Claims read by deepseek-v4.1-flash under definition version 3 (extract-v3) on 2026-10-09.
Classified by jev-1.13-20260917 (gold-guideline-v0.2) on 2026-10-09.
Cited sources are checked by gpt-6-sol.
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