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查看斯高帕斯 (Scopus) 概要
洪 汶宜
教授, 土木工程學系 系主任
土木工程學系
https://orcid.org/0000-0003-3371-829X
電子郵件
wyhung
ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=143:2014-07-21-07-10-09&catid=39&Itemid=255
h-index
1375
引文
22
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。
2006
2025
每年研究成果
概覽
指紋
網路
研究計畫
(20)
研究成果
(88)
類似的個人檔案
(5)
指紋
查看啟用 Wen-Yi Hung 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。
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重量
按字母排序
Keyphrases
Centrifuge Modelling
100%
Centrifuge Test
48%
Liquefaction
43%
Seismic Response
42%
Centrifuge Shaking Table Test
31%
Geosynthetic-reinforced
23%
Geosynthetic-reinforced Soil Wall
22%
Dry Sand
20%
Reverse Fault
19%
Soil Liquefaction
19%
Sandy Soil
18%
Sand
17%
Sand Deposit
17%
Reinforced Earth Wall
15%
Earthquake
15%
Centrifuge Experiment
14%
Excess Pore Water Pressure
14%
Relative Density
14%
Bending Moment
13%
Liquefiable Soil
12%
Lateral Displacement
11%
Input Motion
11%
Fault Rupture
11%
Saturated Sand
11%
Shear Wave Velocity
11%
Surface Deformation
11%
Sand Bed
11%
Tip Mass
10%
Liquefiable Sand
10%
Deformation Profile
10%
Natural Frequency
10%
Base Motion
10%
Maximum Bending Moment
9%
Limit Equilibrium Analysis
9%
Sine Wave
9%
Reinforcement Length
9%
Liquefiable
9%
Seismic Behavior
9%
Offset Distance
8%
Internal Stability
8%
Numerical Simulation
8%
Rigid Container
8%
Reverse Fault Rupture
8%
Limit Equilibrium
8%
Dynamic Centrifuge Test
8%
Soil Ground
8%
Wall Model
8%
Wave Base
7%
Ground Surface
7%
Geotechnical Centrifuge
7%
Engineering
Centrifuge
39%
Seismic Response
33%
Geosynthetic Reinforced Soil
30%
Test Result
26%
Reinforced Soil Wall
25%
Soil Liquefaction
21%
Earth Wall
19%
Excess Pore Water Pressure
18%
Experimental Result
14%
Input Motion
13%
Resonant Frequency
13%
Liquefiable Soil
13%
Seismic Behavior
11%
Lateral Displacement
11%
Sandy Soil
10%
Soil Pile
10%
Pile Foundations
10%
Rigid Container
10%
Maximum Bending Moment
9%
Model Test
9%
Failure Surface
8%
Saturated Sand
8%
Shear Wave Velocity
8%
Good Agreement
8%
Surface Deformation
8%
Internal Stability
8%
Pressure Sensor
8%
Dynamic Response
7%
Pore Water Pressure
7%
Scaling Law
7%
Centrifuge Testing
6%
Bending Moment
6%
Numerical Modeling
6%
Seismic Loading
6%
Design Guideline
6%
Subsurface
6%
Structure System
5%
Hilbert-Huang Transform
5%
Failure Plane
5%
Tensile Loads
5%
Numerical Model
5%
Slope Stability
5%
Ground Movement
5%
Fiber Bragg Grating
5%
Mechanically Stabilized Earth
5%
