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查看斯高帕斯 (Scopus) 概要
黃 俊鴻
教授
土木工程學系
電子郵件
hwangjin
cc.ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=141:2014-07-21-07-09-04&catid=39&Itemid=255
h-index
1544
引文
19
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。
2001
2025
每年研究成果
概覽
指紋
網路
研究計畫
(11)
研究成果
(65)
類似的個人檔案
(5)
指紋
查看啟用 Jin-Hung Huang 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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按字母排序
Keyphrases
Taiwan
94%
Liquefaction
87%
Soil Liquefaction
61%
Ground Vibration
55%
Sand
54%
Liquefaction Potential Index
48%
Chi-Chi Earthquake
42%
Model pile
39%
Vibration-induced
39%
Pile Foundation
39%
Taipei Basin
37%
Landslide
37%
Flow Pressure
37%
Railway Tunnel
37%
Rack
36%
Deformation Method
36%
Soil Liquefaction Potential
34%
Earth Dam
32%
Seismic Response
32%
1999 Chi-Chi Earthquake
30%
Cyclic Strength
30%
Earthquake
30%
Standard Penetration Test
29%
Simplified Method
29%
Shear Wave Velocity
29%
Induced Flow
28%
Coal Ash
27%
Alluvium
25%
Dynamic Compaction
24%
Reinforced Earth Embankment
24%
Pile Driving
24%
Sand Compaction pile
24%
Lateral pile
24%
Compacted Soil
24%
Exposure Time
24%
Dynamic Properties
24%
Ground Settlement
24%
Geosynthetic-reinforced
24%
Measurement Method
24%
Probability of Liquefaction
24%
Pile Response
22%
P-y Curve
22%
Compacted Earth
21%
Reliability-based
21%
Kobe Earthquake
20%
Typhoon Morakot
19%
Cyclic Resistance
19%
Post-liquefaction Settlement
18%
Ground Response
18%
Lateral Displacement
18%
Engineering
Soil Liquefaction
100%
Test Result
64%
Tunnel
61%
Ground Vibration
55%
Flow Pressure
37%
Seismic Response
34%
Simplified Method
32%
Engineering
28%
Pile Group
26%
Surface Manifestation
26%
Shear Wave Velocity
25%
Sand Compaction Pile
24%
Dynamic Compaction
24%
Pile Driving
24%
Exposure Time
24%
Dynamic Property
24%
Bearing Capacity
24%
Resonant Frequency
24%
Pile Foundations
22%
Cross Section
21%
Soil Structure Interactions
21%
Induced Vibration
20%
Subgrade Reaction
19%
Mathematical Model
19%
Ground Movement
19%
Ground Settlement
18%
Test Site
18%
Genetic Algorithm
18%
Rise Building
18%
Input Motion
18%
Fine Content
18%
Test Pile
17%
Optimal Design
17%
Loading Cycle
16%
Lateral Displacement
16%
Hydraulics
16%
High Resolution
15%
Pile Load Test
15%
Engineering Structure
14%
Railway
14%
Disaster Prevention
14%
Disaster Mitigation
14%
Field Observation
14%
Field Measurement
14%
Strength Parameter
13%
Time History
13%
Factor of Safety
13%
Numerical Methods
13%
Borehole
13%
Induced Settlement
12%
