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查看斯高帕斯 (Scopus) 概要
袁 宇秉
副教授
土木工程學系
h-index
h10-index
h5-index
453
引文
13
h-指數
按照存儲在普爾（Pure）的出版物數量及斯高帕斯（Scopus）引文計算。
430
引文
13
h-指數
按照存儲在普爾（Pure）的出版物數量及斯高帕斯（Scopus）引文計算。
188
引文
10
h-指數
按照存儲在普爾（Pure）的出版物數量及斯高帕斯（Scopus）引文計算。
2013
2024
每年研究成果
概覽
指紋
網路
計畫
(8)
研究成果
(43)
獎項
(5)
類似的個人檔案
(6)
指紋
查看啟用 Terry Yu Ping Yuen 的研究主題。這些主題標籤來自此人的作品。共同形成了獨特的指紋。
排序方式
重量
按字母排序
Engineering
Reinforced Concrete
100%
Infilled Frame
51%
Seismic Performance
38%
Infill Wall
36%
Prestress
35%
Axial Compression
30%
Masonry Structure
27%
Compression Ratio
27%
Segmental Bridge
25%
Concrete Structure
25%
Full Scale
22%
Structural Behavior
22%
Finite Element Analysis
22%
Experimental Result
22%
Discrete Finite Element Model
21%
Infrastructure
21%
Frame Structure
21%
Plane Load
21%
Constitutive Model
21%
Seismic Behavior
20%
Unreinforced Masonry
18%
Loading Plane
18%
Strain Hardening
18%
Engineered Cementitious Composite
16%
Response Surface
16%
Shear Failure
16%
Directional
16%
Composite Beam
16%
Axial Load
16%
Failure Mechanism
16%
Analytical Model
15%
Lateral Force
15%
Nonlinear Response
15%
Design Code
14%
Numerical Study
14%
Structural Design
14%
Fem Model
14%
Structural Stability
14%
Energy Dissipation
13%
Rise Building
13%
Plasticity Model
13%
Failure Mode
12%
Seismic Response
12%
Crack Plane
12%
Mesh Size
12%
Non-Linear Dynamic
12%
Ground Movement
12%
Dynamic Behavior
12%
Bending Strength
12%
Axial Force
12%
Keyphrases
Infill
37%
Prestress
36%
Ductility Design
34%
RC Frame
33%
Seismic Performance
31%
Reinforced Concrete Column
29%
Axial Compression Ratio
27%
Masonry Structures
26%
Concrete Structures
25%
Infill Panels
24%
Out-of-plane Loading
23%
Infilled Frame
22%
Discrete Finite Element Model
22%
Infilled RC Frames
21%
Infill Wall
20%
Shear Slip
19%
Constitutive Model
19%
Seismic Behavior
19%
Force Transfer Mechanism
19%
Shaking Table Test
19%
Tendon Stress
18%
Modeling Techniques
17%
Analytical Model
16%
Post-tensioned Concrete
16%
Unbonded Post-tensioning
16%
Segmental Concrete Bridge
16%
Mesh Sensitivity
16%
Response Surface
16%
Engineered Cementitious Composites
16%
Stress Assessment
16%
Two-variable
16%
Variable Response
16%
High Axial Load
16%
Design Codes
15%
Prestress Level
15%
Discrete Finite Element
14%
Recontact
14%
Mesh Size Sensitivity
14%
Ductility
14%
High-rise Building
14%
Structural Behavior
13%
Masonry Infilled Reinforced Concrete Frame
13%
Lateral Force
13%
Finite Element Modeling
12%
Damage Plasticity
12%
Reinforced Concrete Wall
12%
Hollow
12%
Axial Compression
12%
Mechanical Behavior
12%
Drying Shrinkage
12%
