Ayan Das

@nitmz.ac.in

Temporary Faculty
National Institute of Technology, Mizoram

Ayan Das

EDUCATION

PhD in Structural Engineering, 2021, NIT Silchar

RESEARCH, TEACHING, or OTHER INTERESTS

Civil and Structural Engineering, Computational Mechanics
14

Scopus Publications

162

Scholar Citations

7

Scholar h-index

6

Scholar i10-index

Scopus Publications

  • A state-of-the-art review of Bayesian finite element model updating techniques for structural systems
    Raj Purohit Kiran, Ayan Das, Sahil Bansal
    Probabilistic Engineering Mechanics, 2025
  • Hierarchical Bayesian Model Updating Using Modal Data Based on Dynamic Condensation
    Ayan Das, Sahil Bansal
    Journal of Vibration Engineering and Technologies, 2024
  • Inception Time Model for Structural Damage Detection Using Vibration Measurements
    Vikramaditya Singh, Kunal Bharali, Indrajit Kalita, Moumita Roy, Nirmalendu Debnath, Manashi Saharia, Ayan Das
    Lecture Notes in Networks and Systems, 2024
  • On the Bayesian model updating based on model reduction using complex modal data for damage detection
    Eamon Karim Henikish, Ayan Das, Sahil Bansal
    Journal of Sound and Vibration, 2023
  • A novel Metropolis-within-Gibbs sampler for Bayesian model updating using modal data based on dynamic reduction
    Structural Engineering and Mechanics, 2023
  • Gibbs Sampler-Based Probabilistic Damage Detection of Structures Using Reduced Order Model
    Ayan Das, Nirmalendu Debnath
    International Journal of Structural Stability and Dynamics, 2023
    Vibration-based global damage detection based on updating of finite element (FE) model by targeting the modal measurements is a significant area of interest in structural health monitoring (SHM). In a typical modal testing setup, the measured mode shapes have missing components against various degrees of freedom (DOFs) due to the limitation in the number of sensors available. In this context, a novel Gibbs sampling approach is proposed for updating of FE model incorporating model reduction (MR) to facilitate the global-level detection of structural damages from incomplete modal measurements. In addition to the ease with similar sizes of analytical and experimental mode shapes, the proposed Gibbs sampling approach (for updating the reduced order FE model in the Bayesian framework) has some important advantages like: (A) no need for consideration of system mode shapes as parameters (unlike needed in the typical Gibbs sampling approach) thereby having a significant reduction in the number of parameters, (B) non-requirement of mode matching with consequent reduction in computation time to a significant extent. A generalized formulation is presented in this work providing the scope for incorporating measurements from multiple sensor setups. Moreover, formulations are adapted to incorporate multiple sets of data/measurements from each setup targeting the epistemic uncertainty. Finally, validation is carried out with both numerical (truss structure and building structure) and experimental (laboratory building structure) exercises in comparison with the typical Gibbs sampling approach having a full-sized model. The proposed approach is observed to be evolved as a computationally efficient technique with satisfactory performance in FE model updating and global damage detection.
  • Experimental Evaluation of Bayesian Finite Element Model Updating Using Combined Normal and Lognormal Distributions
    Ayan Das, Nirmalendu Debnath
    Structural Integrity, 2022
  • A multi-objective framework for finite element model updating using incomplete modal measurements
    Nirmalendu Debnath, Ayan Das
    Structural Control and Health Monitoring, 2021
    Finite element (FE) model updating in multi-objective framework helps for better understanding of overall performance in updating (under various variations of weightages assigned to basic components of the objective function) along with providing scope for better judgmental selection. A FE model updating in multi-objective framework is proposed with no requirement of repeated eigen-solution along with avoiding repeated possibilities of incurring mode-pairing error (by adopting an existing framework of system mode shape). Two multi-objective optimization techniques are adopted: (a) weighted sum and (b) adaptive weighted sum methods. Moreover, a possible single best solution out of the Pareto front is identified based on minimum modal distance value and compared with Gibbs sampling technique (without mode-matching). Two examples with multiple damage cases utilized in validating the proposed approach are as follows: (a) simulated example (ASCE benchmark structure) and (b) experimental example (four storied shear frame laboratory structure). It is observed that the proposed multi-objective framework has performed well in FE model updating in case of both simulated and experimental cases. Additionally, a connection (directly relating the multi-objective weights and error variances) is established between the proposed updating methodology and an existing Bayesian updating methodology to facilitate the probabilistic damage detection in Bayesian framework. Moreover, selection of an appropriate solution (out of the Pareto front) having suitable values of multi-objective weights facilitates to estimate the suitable values of error variances (based on the proposed connection), consequently enabling an efficient Bayesian FE model updating without requirement of any assumption of error variances.
  • Gibbs Sampling for Damage Detection Using Complex Modal Data from Multiple Setups
    Ayan Das, Nirmalendu Debnath
    ASCE ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil Engineering, 2021
    This paper presents a novel Gibbs sampling approach for structural health monitoring (SHM) with detection of structural changes/damages using incomplete complex modal data measured with a limited number of sensors. The usual difficulty with the availability of sensors in SHM practices and enforcing data acquisition in multiple setups is thoroughly addressed. Structural modeling incorporated with damping is considered in this proposed inverse problem exercise to calibrate damping parameters along with the stiffness and mass parameters facilitating SHM. Both proportional and nonproportional viscous damping are adopted in structural modeling. Detailed formulations on the probabilistic detection of changes/damages are presented in detail. Moreover, a Gibbs sampling technique is introduced to quantify uncertainties of the various sets of uncertain parameters, where samples of the conditional probability density function of a parameter set are obtained iteratively. The proposed approach retains the typical advantage of the nonrequirement of mode-matching. A validation exercise is performed using a three-dimensional building structure (attached with supplementary viscous dampers) and a laboratory steel structure considering multiple damage cases and different sensor placements. The proposed methodology is observed to be efficient for SHM using incomplete complex modal data measured with a limited number of sensors.
  • Limited Sensor-Based Probabilistic Damage Detection Using Combined Normal–Lognormal Distributions
    Ayan Das, Nirmalendu Debnath
    Arabian Journal for Science and Engineering, 2021
  • Sampling-based techniques for finite element model updating in bayesian framework using commercial software
    Ayan Das, Nirmalendu Debnath
    2021
  • Bayesian Finite Element Model Updating Without Requirement of Mode-Matching and Sub-structuring of System Matrices
    Ayan Das, Nirmalendu Debnath
    Lecture Notes in Civil Engineering, 2021
  • A Bayesian model updating with incomplete complex modal data
    Ayan Das, Nirmalendu Debnath
    Mechanical Systems and Signal Processing, 2020
  • A Bayesian finite element model updating with combined normal and lognormal probability distributions using modal measurements
    A. Das, N. Debnath
    Applied Mathematical Modelling, 2018

RECENT SCHOLAR PUBLICATIONS

  • A state-of-the-art review of Bayesian finite element model updating techniques for structural systems
    RP Kiran, A Das, S Bansal
    Probabilistic Engineering Mechanics 80, 103761 , 2025
    2025
    Citations: 16
  • Inception Time Model for Structural Damage Detection Using Vibration
    V Singh, K Bharali, I Kalita, M Roy, N Debnath, M Saharia, A Das
    Fourth Congress on Intelligent Systems: CIS 2023, Volume 2 2, 103 , 2024
    2024
  • Hierarchical Bayesian Model Updating Using Modal Data Based on Dynamic Condensation
    A Das, S Bansal
    Journal of Vibration Engineering & Technologies , 2023
    2023
    Citations: 1
  • Inception time model for structural damage detection using vibration measurements
    V Singh, K Bharali, I Kalita, M Roy, N Debnath, M Saharia, A Das
    Congress on Intelligent Systems, 103-122 , 2023
    2023
    Citations: 1
  • On the Bayesian model updating based on model reduction using complex modal data for damage detection
    EK Henikish, A Das, S Bansal
    Journal of Sound and Vibration 556, 117712 , 2023
    2023
    Citations: 11
  • Gibbs sampler-based probabilistic damage detection of structures using reduced order model
    A Das, N Debnath
    International Journal of Structural Stability and Dynamics 23 (03), 2350075 , 2023
    2023
    Citations: 7
  • A novel Metropolis-within-Gibbs sampler for Bayesian model updating using modal data based on dynamic reduction
    A Das, RP Kiran, S Bansal
    Structural Engineering and Mechanics 87 (1), 1-18 , 2023
    2023
    Citations: 3
  • Experimental Evaluation of Bayesian Finite Element Model Updating Using Combined
    A Das, N Debnath
    Advances in Structural Mechanics and Applications: Proceedings of ASMA-2021, 447 , 2022
    2022
  • Gibbs Sampling for Damage Detection Using Complex Modal Data from Multiple Setups
    A Das, N Debnath
    ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A … , 2021
    2021
    Citations: 16
  • A multi-objective framework for finite element model updating using incomplete modal measurements
    N Debnath, A Das
    Structural Control and Health Monitoring, 1-31 , 2021
    2021
    Citations: 17
  • Limited sensor-based probabilistic damage detection using combined normal–lognormal distributions
    A Das, N Debnath
    Arabian Journal for Science and Engineering 46 (5), 4639-4663 , 2021
    2021
    Citations: 5
  • Bayesian Finite Element Model Updating Without Requirement of Mode-Matching and Sub-structuring of System Matrices
    A Das, N Debnath
    Recent Advances in Structural Engineering 135, 73-82 , 2021
    2021
  • Experimental Evaluation of Bayesian Finite Element Model Updating Using Combined Normal and Lognormal Distributions
    A Das, N Debnath
    International Conference on Advances in Structural Mechanics and … , 2021
    2021
  • Sampling-based techniques for finite element model updating in bayesian framework using commercial software
    A Das, N Debnath
    Advances in Structural Technologies: Select Proceedings of CoAST 2019, 363-379 , 2020
    2020
    Citations: 2
  • A Bayesian model updating with incomplete complex modal data
    A Das, N Debnath
    Mechanical Systems and Signal Processing 136, 106524 , 2020
    2020
    Citations: 38
  • A Bayesian finite element model updating with combined normal and lognormal probability distributions using modal measurements
    A Das, N Debnath
    Applied Mathematical Modelling 61, 457-483 , 2018
    2018
    Citations: 44
  • Bayesian probabilistic finite element model updating of the UCF (University of Central Florida) benchmark structure
    A Das, N Debnath
    Journal of Civil Engineering and Environmental Technology 3 (1), 1-7 , 2016
    2016
    Citations: 1

MOST CITED SCHOLAR PUBLICATIONS

  • A Bayesian finite element model updating with combined normal and lognormal probability distributions using modal measurements
    A Das, N Debnath
    Applied Mathematical Modelling 61, 457-483 , 2018
    2018
    Citations: 44
  • A Bayesian model updating with incomplete complex modal data
    A Das, N Debnath
    Mechanical Systems and Signal Processing 136, 106524 , 2020
    2020
    Citations: 38
  • A multi-objective framework for finite element model updating using incomplete modal measurements
    N Debnath, A Das
    Structural Control and Health Monitoring, 1-31 , 2021
    2021
    Citations: 17
  • A state-of-the-art review of Bayesian finite element model updating techniques for structural systems
    RP Kiran, A Das, S Bansal
    Probabilistic Engineering Mechanics 80, 103761 , 2025
    2025
    Citations: 16
  • Gibbs Sampling for Damage Detection Using Complex Modal Data from Multiple Setups
    A Das, N Debnath
    ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A … , 2021
    2021
    Citations: 16
  • On the Bayesian model updating based on model reduction using complex modal data for damage detection
    EK Henikish, A Das, S Bansal
    Journal of Sound and Vibration 556, 117712 , 2023
    2023
    Citations: 11
  • Gibbs sampler-based probabilistic damage detection of structures using reduced order model
    A Das, N Debnath
    International Journal of Structural Stability and Dynamics 23 (03), 2350075 , 2023
    2023
    Citations: 7
  • Limited sensor-based probabilistic damage detection using combined normal–lognormal distributions
    A Das, N Debnath
    Arabian Journal for Science and Engineering 46 (5), 4639-4663 , 2021
    2021
    Citations: 5
  • A novel Metropolis-within-Gibbs sampler for Bayesian model updating using modal data based on dynamic reduction
    A Das, RP Kiran, S Bansal
    Structural Engineering and Mechanics 87 (1), 1-18 , 2023
    2023
    Citations: 3
  • Sampling-based techniques for finite element model updating in bayesian framework using commercial software
    A Das, N Debnath
    Advances in Structural Technologies: Select Proceedings of CoAST 2019, 363-379 , 2020
    2020
    Citations: 2
  • Hierarchical Bayesian Model Updating Using Modal Data Based on Dynamic Condensation
    A Das, S Bansal
    Journal of Vibration Engineering & Technologies , 2023
    2023
    Citations: 1
  • Inception time model for structural damage detection using vibration measurements
    V Singh, K Bharali, I Kalita, M Roy, N Debnath, M Saharia, A Das
    Congress on Intelligent Systems, 103-122 , 2023
    2023
    Citations: 1
  • Bayesian probabilistic finite element model updating of the UCF (University of Central Florida) benchmark structure
    A Das, N Debnath
    Journal of Civil Engineering and Environmental Technology 3 (1), 1-7 , 2016
    2016
    Citations: 1
  • Inception Time Model for Structural Damage Detection Using Vibration
    V Singh, K Bharali, I Kalita, M Roy, N Debnath, M Saharia, A Das
    Fourth Congress on Intelligent Systems: CIS 2023, Volume 2 2, 103 , 2024
    2024
  • Experimental Evaluation of Bayesian Finite Element Model Updating Using Combined
    A Das, N Debnath
    Advances in Structural Mechanics and Applications: Proceedings of ASMA-2021, 447 , 2022
    2022
  • Bayesian Finite Element Model Updating Without Requirement of Mode-Matching and Sub-structuring of System Matrices
    A Das, N Debnath
    Recent Advances in Structural Engineering 135, 73-82 , 2021
    2021
  • Experimental Evaluation of Bayesian Finite Element Model Updating Using Combined Normal and Lognormal Distributions
    A Das, N Debnath
    International Conference on Advances in Structural Mechanics and … , 2021
    2021