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查看斯高帕斯 (Scopus) 概要
黃 文昭
教授
土木工程學系
電子郵件
wenchaoh
g.ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=142:2014-07-21-07-09-39&catid=39&Itemid=255
h-index
217
引文
8
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。
2011
2023
每年研究成果
概覽
指紋
網路
研究計畫
(8)
研究成果
(30)
類似的個人檔案
(6)
指紋
查看啟用 Wen-Chao Hwang 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
Keyphrases
Levee
71%
Failure Mechanism
70%
Landslide
58%
Reverse Fault
57%
Southern Taiwan
57%
Shear Band
57%
Surface Deformation
39%
Joint Roughness Coefficient
35%
Rock Joints
35%
Deformation Profile
33%
Secondary Compression
33%
Numerical Simulation
30%
Numerical Modeling
29%
Discrete Element Method
29%
Reliability Analysis
28%
Levee Failure
28%
Extreme Rainfall Events
28%
Normal Fault
28%
Geological Uncertainty
28%
Numerical Model
27%
Flood Return Period
26%
Direct Shear Test
25%
Dip Slope
25%
Sandbox Experiment
23%
Taiwan
23%
Dip Angle
23%
Fault Slip
23%
Joint Profile
22%
Micromechanics
21%
Sliding Failure
21%
Geotechnical Design
21%
Freeway
21%
Northern Taiwan
21%
Geological Model
21%
Physical Modeling
21%
Geogrid
21%
Reinforced
21%
Micromechanical Behavior
21%
Sand
20%
Centrifuge Experiment
20%
Sandy Soil
19%
Satellite Images
19%
One-dimensional Consolidation
19%
Centrifuge Modelling
19%
Shanchiao Fault
17%
Thrust Fault
17%
Fault Rupture
17%
Fault Offset
16%
Heavy Rainfall
16%
Debris Accumulation
16%
Engineering
Levee
57%
Failure Mechanism
50%
Joints (Structural Components)
42%
Discrete Element
34%
Secondary Compression
33%
Reliability Analysis
28%
Shear Band
28%
Surface Deformation
28%
Return Period
24%
Numerical Modeling
23%
Computer Simulation
23%
Element Method
22%
Dip Angle
21%
One Dimensional
21%
Physical Modeling
21%
Numerical Model
20%
Subsurface
19%
Finite Element Analysis
19%
Heavy Rainfall
16%
Construction Site
16%
Term Settlement
14%
Subgrade
14%
Plastic Potential
14%
Horizontal Stress
14%
Finite Strain
14%
Primary Compression
14%
Physical Element
14%
Spatial Characteristic
14%
Pile Group
14%
Compressibility
14%
Sandy Soil
14%
Stress State
14%
Settlement Behavior
14%
Overburden
14%
Scale Effect
14%
Plane Angle
14%
Deformation Behavior
14%
Mechanical Property
14%
Spatial Distribution
14%
Shear Strength
13%
Shear Zone
13%
Simulation Result
12%
Physical Model
11%
Model Test
9%
Model Scale
9%
Particle Flow Code
9%
Direct Shear Test
8%
Material Parameter
8%
Shear Plane
8%
Coefficient of Variation
8%
Earth and Planetary Sciences
Taiwan
100%
Shear Band
57%
Failure Mechanism
57%
Reverse Fault
42%
Fault Slip
23%
Bedding Plane
21%
Satellite Image
21%
Geogrid
21%
Subgrade
21%
Return Period
21%
Sandy Soil
20%
Cyclones
20%
Geotechnical Engineering
17%
Soil Layer
17%
Geological Fault
17%
Slope Stability
17%
Growth Fault
16%
Alluvial Fan
14%
Disaster Prevention
14%
Land Use Planning
14%
Centrifugal Model Test
14%
Soil Improvement
14%
Satellite Imagery
14%
Sandbar
14%
Disaster Management
14%
Image Analysis
14%
Overburden
14%
Escarpment
14%
Spatial Distribution
14%
Discrete Element Method
14%
Retaining Walls
14%
Reliability Analysis
14%
Pile Group
14%
Shear Zone
13%
Shallow Soil
13%
Numerical Model
12%
Geological Survey
11%
Slope Angle
10%
Slope Failure
10%
Model Test
9%
Safety Factor
9%
Earthquake Event
9%
Weather Condition
8%
Footwall
8%
River Basin
7%
Landform Evolution
7%
Orthophoto
7%
Airborne Laser
7%
Backfill
7%
Debris Flow
7%
