All Stories

  1. Efficient and automatic mode separation based on compact-bandwidth regularization and spectral-energy metrics with application to long-time continuous monitoring of bridge structures
  2. Bayesian Full-Field Response Reconstruction via Expectation-Maximization Algorithm from Sparse Sensor Data
  3. An Enriched Equilibrium Finite Element Method for Crack Problems With Direct Access to Stress Intensity Factors and Strict Error Estimation
  4. Bayesian model condensation and selection of master degrees of freedom
  5. Scaling operational modes by modal interpretation of static displacements
  6. Robust vision-based measurement of structural vibration under highly perturbed ego motion by Lucas–Kanade-based camera motion compensation
  7. De-mixing variational mode decomposition and its application on operational modal analysis in the presence of closely spaced modes
  8. Strict Discretization Error Bounds on Quantities of Interest in Transient Dynamics
  9. Enriching harmonic balance with non-smooth Bernoulli bases for accelerated convergence of non-smooth periodic systems
  10. Heterogeneous time integration algorithm for structural dynamics with localized hysteretic nonlinearities
  11. A Ring-Projection-Based Two-Scale Approach for Accurate Digital Image Correlation of Large Translations and Rotations
  12. Enhancing second-order blind identification for underdetermined operational modal analysis through bandlimited source separation
  13. Monocular out-of-plane vibration measurement using parametric homography
  14. Adaptive integral alternating minimization method for robust learning of nonlinear dynamical systems from highly corrupted data
  15. Equilibrium finite element and error estimation for frictional contact problem based on linear complementarity problem formulation
  16. Event-driven Gauss quadrature and stability analysis for fast alternating frequency–time harmonic balance of non-smooth systems
  17. The simplest node-based equilibrium finite element for 2D Poisson equation with exploration of the equivalence among hybrid, flux-based and stress-function-based equilibrium elements
  18. Efficient Laplace prior-based sparse Bayesian learning for structural damage identification and uncertainty quantification
  19. An alternate state-space algorithm for dynamic solution, sensitivity analysis and parameter identification of dry friction systems
  20. Quantifying uncertainty for structural damage identification in the presence of model errors from a deterministic sensitivity-based regime
  21. An equilibrium finite element method for contact problem with application to strict error estimation
  22. Residual stress identification in thin plates based on modal data and sensitivity analysis
  23. Parameter identification of nonlinear structural systems through frequency response sensitivity analysis
  24. Real-time hysteresis identification in structures based on restoring force reconstruction and Kalman filter
  25. Covariance regression for operational modal analysis
  26. A simple and effective Measurement-Changes-Correction strategy for damage identification with aleatoric and epistemic model errors
  27. Rapid parameter identification of linear time-delay system from noisy frequency domain data
  28. Nonlinear Breathing Crack Identification from Time-domain Sensitivity Analysis
  29. A novel iterative integration regularization method for ill-posed inverse problems
  30. A fast friction-model-inspired sparse regularization approach for damage identification with modal data
  31. Bandlimited force identification based on sinc-dictionaries and Tikhonov regularization
  32. Damage identification from static tests by eigenparameter decomposition and sparse regularization
  33. A sparse regularization approach to inverse heat source identification
  34. Blind separation of structural modes by compact-bandwidth regularization
  35. Experimental investigation on use of regularization techniques and pre-post measurement changes for structural damage identification
  36. Physical‐based parametrization and local damage identification for frame‐type structures using response sensitivity approach in time domain
  37. Sensitivity-free damage identification based on incomplete modal data, sparse regularization and alternating minimization approach
  38. Frequency response-based damage identification in frames by minimum constitutive relation error and sparse regularization
  39. Parameter identification of fractional order system using enhanced response sensitivity approach
  40. Cavity identification in elastic structures by explicit domain mapping and boundary mode sensitivity analysis
  41. On choice and effect of weight matrix for response sensitivity-based damage identification with measurement and model errors
  42. Static damage identification in beams by minimum constitutive relation error
  43. Identification of an Airfoil-Store System with Cubic Nonlinearity via Enhanced Response Sensitivity Approach
  44. Parameter identification of nonlinear fractional-order systems by enhanced response sensitivity approach
  45. Modal-based structural damage identification by minimum constitutive relation error and sparse regularization
  46. Strict upper and lower bounds of quantities in linear second-order systems
  47. Identification of nonlinear hysteretic parameters by enhanced response sensitivity approach
  48. Complementary energy principle for elastodynamics: Free of volumetric locking
  49. Identification of Bouc-Wen hysteretic parameters based on enhanced response sensitivity approach
  50. Upper and lower bounds on quantities of interest for contact problems
  51. Incremental response sensitivity approach for parameter identification of chaotic and hyperchaotic systems
  52. An enhanced response sensitivity approach for structural damage identification: convergence and performance
  53. A time finite element method for structural dynamics
  54. Computable upper and lower bounds on eigenfrequencies
  55. Strict upper and lower bounds of stress intensity factors at 2D elastic notches based on constitutive relation error estimation
  56. Strict upper and lower bounds of quantities for beams on elastic foundation by dual analysis
  57. A unified approach to strict upper and lower bounds of quantities in linear elasticity based on constitutive relation error estimation
  58. Stable linear traction-based equilibrium elements for elastostatics: Direct access to linear statically admissible stresses and quadratic kinematically admissible displacements for dual analysis
  59. A traction-based equilibrium finite element free from spurious kinematic modes for linear elasticity problems