1 |
Esfandiari, A., et al., (2016) Model Updating of a Concrete Beam with Extensive Distributed Damage Using Experimental Frequency Response Function. Journal of Bridge Engineering, 21(4).
|
2 |
Garcia-Palencia, A.J., et al., (2015) Structural model updating of an in-service bridge using dynamic data. Structural Control & Health Monitoring, 22(10): p. 1265-1281.
DOI
|
3 |
Hua, X.G., et al., (2017) Assessment of stochastically updated finite element models using reliability indicator. Mechanical Systems and Signal Processing, 82: p. 217-229.
DOI
|
4 |
Mustafa, S., N. Debnath, and A. Dutta,(2015) Bayesian probabilistic approach for model updating and damage detection for a large truss bridge. International Journal of Steel Structures, 15(2): p. 473-485.
DOI
|
5 |
Park, W., J. Park, and H.K. Kim, (2015) Candidate model construction of a cable-stayed bridge using parameterised sensitivity-based finite element model updating. Structure and Infrastructure Engineering, 11(9): p. 1163- 1177.
DOI
|
6 |
Wan, H.P. and W.X. Ren, (2016) Stochastic model updating utilizing Bayesian approach and Gaussian process model. Mechanical Systems and Signal Processing. 70-71: p. 245-268.
DOI
|
7 |
Xiao, X., Y.L. Xu, and Q. Zhu, (2015) Multiscale Modeling and Model Updating of a Cable-Stayed Bridge. II: Model Updating Using Modal Frequencies and Influence Lines. Journal of Bridge Engineering, 20(10).
|