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Examining equivalence of three versions of mathematics tests in China’s national college admission examination using a single group design Journal article
Jiang, Chunlian, Kim, Stella Yun, Wang, Chuang, Wang, Jincai. Examining equivalence of three versions of mathematics tests in China’s national college admission examination using a single group design[J]. Journal of Applied Measurement, 2024, 24(1/2), 58-87.
Authors:  Jiang, Chunlian;  Kim, Stella Yun;  Wang, Chuang;  Wang, Jincai
Adobe PDF | Favorite |  | Submit date：2024/08/06
Test Concordance  Mathematics Examinations  Item Response Theory  Single Group Design  Gaokao  
Design of a Piezoelectric-Driven Microgripper With Three Working Modes Journal article
Guo,Zhongyi, Lyu,Zekui, Xu,Qingsong. Design of a Piezoelectric-Driven Microgripper With Three Working Modes[J]. IEEE/ASME Transactions on Mechatronics, 2024, 29(1), 260-270.
Authors:  Guo,Zhongyi;  Lyu,Zekui;  Xu,Qingsong
Favorite | TC[WOS]:9 TC[Scopus]:5  IF:6.1/6.2 | Submit date：2023/08/03
Actuators  Bridges  Deformation  Fasteners  Grippers  Mathematical Models  Mechanism Design  Microgripper  Performance Test  Piezoelectric (Pzt) Actuation  Reconfigurable Mechanism  Simulation  
Comparability of three mathematics tests for college admission in China Conference paper
Kim, Stella Yun, Jiang, Chunlian, Wang, Chuang, Wang, Jincai. Comparability of three mathematics tests for college admission in China[C], 2023.
Authors:  Kim, Stella Yun;  Jiang, Chunlian;  Wang, Chuang;  Wang, Jincai
Favorite |  | Submit date：2023/07/31
Test Concordance + Mathematics Examinations + Item Response Theory + Single Group Design + Gaokao  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang,Binhui, Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 170.
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang, B., Yam, C. H., Ke, K., Lam, C. C., Zhao, Q. Y.. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 106068-106068.
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2022/08/06
High-strength Steel  Block Shear  Test  Finite-element Model  Design Method  
Global Competency Conference paper
Cheung, K. C., Sit, P. S., Chan, W. T.. Global Competency[C], 2017.
Authors:  Cheung, K. C.;  Sit, P. S.;  Chan, W. T.
Favorite |  | Submit date：2022/06/08
Global Literacy  Global Competence  Human Dignity  Socio-economic Development  Test Design  
Global Competency for an Inclusive World: The Design of a Global Literacy Test Unit on Issues of Intercultural Encounters Conference paper
Ieong, M. K., Ho, S. P., Sit, P. S.. Global Competency for an Inclusive World: The Design of a Global Literacy Test Unit on Issues of Intercultural Encounters[C], 2017.
Authors:  Ieong, M. K.;  Ho, S. P.;  Sit, P. S.
Favorite |  | Submit date：2022/06/08
Global Literacy  Global Competence  Cultural Diversity  Intercultural Encounters  Test Design  
Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction Journal article
Tabatabaiefar H.R., Fatahi B., Ghabraie K., Zhou W.-H.. Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction[J]. Structural Engineering and Mechanics, 2015, 56(1), 27-47.
Authors:  Tabatabaiefar H.R.;  Fatahi B.;  Ghabraie K.;  Zhou W.-H.
Favorite | TC[WOS]:42 TC[Scopus]:40 | Submit date：2018/12/21
Equivalent Linear Method  Fully Nonlinear Method  Inelastic Design Procedure  Inelastic Seismic Response  Shaking Table Test  Soil-structure Interaction