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White learning methodology: A case study of cancer-related disease factors analysis in real-time PACS environment Journal article
Computer Methods and Programs in Biomedicine, 2020,Volume: 197
Authors:  Tengyue Li;  Simon Fong;  Shirley W.I. Siu;  Xin-she Yang;  Lian-Sheng Liu;  Sabah Mohammed
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2021/03/09
Data Mining Methodology  Deep Learning  Bayesian Network  Radiological Data Analysis  
A new probabilistic frequency-domain approach for influence line extraction from static transmissibility measurements under unknown moving loads Journal article
Engineering Structures, 2020,Volume: 216
Authors:  Wang-Ji Yan;  Ka-Veng Yuen
Favorite |  | TC[WOS]:1 TC[Scopus]:0 | Submit date:2021/03/09
Influence Line  Bayesian Analysis  Moving Loads  Transmissibility  Structural Health Monitoring  Bridge  
A Multi-Model Combination Approach for Probabilistic Wind Power Forecasting Journal article
IEEE TRANSACTIONS ON SUSTAINABLE ENERGY, 2019,Volume: 10,Issue: 1,Page: 226-237
Authors:  Lin, You;  Yang, Ming;  Wan, Can;  Wang, Jianhui;  Song, Yonghua
Favorite |  | TC[WOS]:39 TC[Scopus]:52 | Submit date:2019/01/17
Terms-multi-model Combination  Probabilistic Forecasting  Wind Power  Uncertainty  
Prediction and modeling of permeability function and its application to the evaluation of breakthrough suction of a two-layer capillary barrier Journal article
CANADIAN GEOTECHNICAL JOURNAL, 2017,Volume: 54,Issue: 6,Page: 778-788
Authors:  W.M. Yan;  C.F. Chiu;  Ka-Veng Yuen
Favorite |  | TC[WOS]:8 TC[Scopus]:9 | Submit date:2018/10/30
Bayesian Analysis  Capillary Barrier  Permeability  Random Variable  Unsaturated Soils  
Vibration-based damage detection for structural connections using incomplete modal data by Bayesian approach and model reduction technique Journal article
ENGINEERING STRUCTURES, 2016,Volume: 132,Page: 260-277
Authors:  Tao Yin;  Qing-Hui Jiang;  Ka-Veng Yuen
Favorite |  | TC[WOS]:61 TC[Scopus]:67 | Submit date:2018/10/30
Structural Connection  Damage Detection  Bayesian Probabilistic Approach  Finite Element Model Reduction  System Modal Parameters  
Probabilistic characterization of cyclic shear modulus reduction for normally to moderately over-consolidated clays Journal article
Journal of Earthquake Engineering and Engineering Vibration, 2016,Volume: 15,Issue: 3,Page: 495-508
Authors:  Iok-Tong Ng;  Ka-Veng Yuen;  Ngai-Kuan Lao
Favorite |  | TC[WOS]:4 TC[Scopus]:5 | Submit date:2019/02/12
Bayesian Analysis  Cyclic Shear Modulus  Empirical Model  Geotechnical Earthquake Engineering  Normally To Moderately Over-consolidated Clays  
Empirical formulas in the prediction of breach parameters Conference paper
15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, Fukuoka International Congress Center Fukuoka, November 9, 2015 – November 13, 2015
Authors:  Lin Zhang;  W. M. Yan;  Ka-Veng Yuen
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/02/12
Bayesian Analysis  Probability  Dam Failure  Breach Parameters  Model Class Selection  
Estimation of undrained shear strength in moderately OC clays based on field vane test data Journal article
ACTA GEOTECHNICA, 2016,Volume: 12,Issue: 1,Page: 145-156
Authors:  Iok-Tong Ng;  Ka-Veng Yuen;  Le Dong
Favorite |  | TC[WOS]:9 TC[Scopus]:10 | Submit date:2018/10/30
Bayesian Inference  Empirical Correlation  Field Vane Test  Model Class Selection  Overconsolidated Clay  Undrained Shear Strength  
Pullout Resistance of Grouted Soil Nails Book
2015
Authors:  Zhou W.-H.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2018/12/21
Bayesian Method  Degree of Saturation  Grouting Pressure  Overburden Pressure  Pullout Resistance  Soil Nailing  
Probabilistic real-time updating for geotechnical properties evaluation Journal article
Structural Engineering and Mechanics, 2015,Volume: 54,Issue: 2,Page: 363-378
Authors:  Ng, Iok-Tong;  Yuen, Ka-Veng;  Dong, Le
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2019/02/12
Bayesian Inference  Empirical Correlation  Model Selection  Nonparametric  Normally Consolidated Clays  Undrained Shear Strength