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查看斯高帕斯 (Scopus) 概要
鍾 育霖
副教授
建築學系
電話
886 6 2757575 ext 54143
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ylchung
mail.ncku.edu
tw
h-index
469
引文
11
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。
2008
2025
每年研究成果
概覽
指紋
網路
專案
(5)
研究成果
(46)
類似的個人檔案
(3)
監製作品
(9)
指紋
查看啟用 Yu-Lin Chung 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
Full Scale
100%
Weld
64%
Beam-Column
64%
Period Ground Motion
57%
Bottom Flange
56%
Column Connection
52%
Test Result
51%
Time History
48%
Good Agreement
39%
Steel Frame
38%
Seismic Behavior
38%
Joints (Structural Components)
32%
Pushover Analysis
28%
Primary Beam
28%
Welded Connection
28%
Seismic Response
28%
Structural Member
28%
Contact Surface
25%
Dynamic Behavior
25%
Test Beam
25%
Floor Slab
23%
Experimental Result
22%
Ground Movement
21%
Resonant Frequency
19%
Conducted Experiment
19%
Failure Behavior
19%
Loading Plane
19%
Directional
19%
Symmetric Form
19%
Horizontal Loading
19%
Global Structure
19%
Structural Steel
19%
Single Degree
19%
Dynamic Test
19%
Full-Scale Test
19%
Friction Force
19%
Reinforced Plastic
19%
Freedom System
19%
Structural Damage
19%
Structural Behavior
19%
Cyclic Loading
19%
Steel Beam
19%
Damage Behavior
19%
Degree of Freedom
19%
Frame Structure
19%
Structural Performance
19%
Column Base
19%
Numerical Modeling
16%
Retrofit
15%
Original Specimen
14%
Keyphrases
Tie Beam
19%
Timber Roof
19%
H-SA700
19%
Timber Column
19%
Shear Performance
19%
Root Plate
19%
Flexural Performance
19%
Welded Beam
19%
Built-up Columns
19%
Floor Slab
19%
Roof Frame
19%
Moment-resisting Connections
19%
Glued Laminated Bamboo
19%
Retrofitted Beam
19%
High-rise Steel Frame
19%
High-rise Steel Building
19%
Cumulative Ductility
19%
Seismic Resistance Capacity
19%
Seismic Resistance
19%
Steel Column Base
19%
E-Defense Shaking Table Test
19%
Seismic Response Prediction
19%
Long-period Earthquake
19%
Composite Frame
19%
Plastic Rotation
11%
Critical Impact
9%
Horizontal Loading Test
9%
Structural Strengthening
9%
Flange Stiffener
9%
Roof Load
9%
Seismic Repair
9%
Mortise-tenon Connection
9%
Bidirectional Excitation
9%
Low Cycle Fatigue
9%
Load Reversal
9%
Cumulative Damage
9%
Seismic Provisions
9%
Full-scale Shaking Table Test
9%
Computational Framework
9%
High-rise Steel Structure
9%
OpenSees
9%
Rocking Column
9%
Bolt Pretension
9%
Component Deterioration
9%
Subduction Zone
9%
Self-centering Behavior
9%
Component Fracture
9%
Steel Moment Frame
9%
E-Defense
9%
High-rise
9%
