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ARXIV:2604.01587 · UNCERTAINTY QUANTIFICATION IN STRUCTURAL DYNAMICS · SUBMITTED 03 APR · 20:50 UTC · FRESHNESS STALE
ARXIV:2604.01587UNCERTAINTY QUANTIFICATION IN STRUCTURAL DYNAMICSSUBMITTED 03 APR · 20:50 UTCFRESHNESS STALEManisha Sapkota · Min Li · Bowei Li · arXiv
A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden.
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Pain A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden.
Evidence 0 refs | 0 sources | 33% coverage
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A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden. This poses a significant challenge due to heavy…
Uncertainty propagation in high-dimensional nonlinear dynamic structural systems is pivotal in state-of-the-art performance-based design and risk assessment, where uncertainties from both excitations and structures, i.e., the aleatoric uncertainty, must be considered. This poses a…
ScienceToStartup currently rates this 5.0/10 on the public viability pass. Results show that the calibrated metamodels accurately reproduce nonlinear response time histories and provide confidence bounds indicating the associated epistemic uncertainty. Code availability is…
Uncertainty Quantification in Structural Dynamics moved forward this cycle; last verified April 2026. Public score 5.0/10. Production flags indicate code availability.
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A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden.
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10.48550/arXiv.2604.01587A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden.
Abstract
Uncertainty propagation in high-dimensional nonlinear dynamic structural systems is pivotal in state-of-the-art performance-based design and risk assessment, where uncertainties from both excitations and structures, i.e., the aleatoric uncertainty, must be considered. This poses a significant challenge due to heavy computational demands. Machine learning techniques are thus introduced as metamodels to alleviate this burden. However, the "black box" nature of Machine learning models underscores the necessity of avoiding overly confident predictions, particularly when data and training efforts are insufficient. This creates a need, in addition to considering the aleatoric uncertainty, of estimating the uncertainty related to the prediction confidence, i.e., epistemic uncertainty, for machine learning-based metamodels. We developed a probabilistic metamodeling technique based on a variational long short-term memory (LSTM) with augmented inputs to simultaneously capture aleatoric and epistemic uncertainties. Key random system parameters are treated as augmented inputs alongside excitation series carrying record-to-record variability to capture the full range of aleatoric uncertainty. Meanwhile, epistemic uncertainty is effectively approximated via the Monte Carlo dropout scheme. Unlike computationally expensive full Bayesian approaches, this method incurs negligible additional training costs while enabling nearly cost-free uncertainty simulation. The proposed technique is demonstrated through multiple case studies involving stochastic seismic or wind excitations. Results show that the calibrated metamodels accurately reproduce nonlinear response time histories and provide confidence bounds indicating the associated epistemic uncertainty.
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PROBLEM
A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden. This poses a significant challenge due to heavy computational demands.
METHOD
Uncertainty propagation in high-dimensional nonlinear dynamic structural systems is pivotal in state-of-the-art performance-based design and risk assessment, where uncertainties from both excitations and structures, i.e., the aleatoric uncertainty, must be considered. This poses...
RESULT
ScienceToStartup currently rates this 5.0/10 on the public viability pass. Results show that the calibrated metamodels accurately reproduce nonlinear response time histories and provide confidence bounds indicating the associated epistemic uncertainty. Code availability is flagg...
WHY NOW
Uncertainty Quantification in Structural Dynamics moved forward this cycle; last verified April 2026. Public score 5.0/10. Production flags indicate code availability.
We developed a probabilistic metamodeling technique based on a variational long short-term memory (LSTM) with augmented inputs to simultaneously capture aleatoric and epistemic uncertainties.
Directly stated as the core contribution of the paper in the abstract
partial
Key random system parameters are treated as augmented inputs alongside excitation series carrying record-to-record variability to capture the full range of aleatoric uncertainty.
Explicitly described as a key component of the method in the abstract
partial
Meanwhile, epistemic uncertainty is effectively approximated via the Monte Carlo dropout scheme.
Directly stated in the abstract as the approach for epistemic uncertainty
partial
Unlike computationally expensive full Bayesian approaches, this method incurs negligible additional training costs while enabling nearly cost-free uncertainty simulation.
Directly stated comparison with full Bayesian approaches in the abstract
partial
Results show that the calibrated metamodels accurately reproduce nonlinear response time histories and provide confidence bounds indicating the associated epistemic uncertainty.
Directly stated result from case studies in the abstract
partial
Results show that the calibrated metamodels accurately reproduce nonlinear response time histories and provide confidence bounds indicating the associated epistemic uncertainty.
Directly stated as a result of the method in the abstract
partial
This poses a significant challenge due to heavy computational demands. Machine learning techniques are thus introduced as metamodels to alleviate this burden.
Strongly implied as motivation in the abstract, though not explicitly stated as a claim about the method's necessity
partial
However, the 'black box' nature of Machine learning models underscores the necessity of avoiding overly confident predictions, particularly when data and training efforts are insufficient. This creates a need, in addition to considering the aleatoric uncertainty, of estimating the uncertainty related to the prediction confidence, i.e., epistemic uncertainty, for machine learning-based metamodels.
Directly stated as motivation in the abstract, though framed as a general need rather than a specific claim about the method
partial
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A variational LSTM with augmented inputs and Monte Carlo dropout to quantify both aleatoric and epistemic uncertainty in high-dimensional nonlinear dynamic structural systems, reducing computational burden.
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Uncertainty Quantification in Structural Dynamics
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