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岡山大学 ホーム
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Scopus著者プロファイル
西村 伸一
教授
,
岡山大学病院
教授
,
工学部
教授
,
環境生命自然科学学域
教授
,
大学院環境生命自然科学研究科
h-index
290
被引用数
10
h 指数
Pureの文献数とScopusの被引用数に基づいて算出されます
1988 …
2023
年別の研究成果
概要
フィンガープリント
ネットワーク
研究成果
(170)
類似のプロファイル
(6)
フィンガープリント
Shin-ichi Nishimuraが活動している研究トピックを掘り下げます。このトピックラベルは、この研究者の研究成果に基づきます。これらがまとまってユニークなフィンガープリントを構成します。
並べ替え順
重み付け
アルファベット順
Earth and Planetary Sciences
Spatial Distribution
75%
Reliability Analysis
53%
Internal Friction
53%
Penetration Test
48%
Data Assimilation
45%
Soil Structure
43%
Seismic Hazard
43%
Shear Strength
43%
Surface Wave
40%
Dyke (Water management)
38%
Natural Material
33%
Earth Dam
33%
Computational Method
29%
Porosity
24%
Precipitation Intensity
24%
Mathematical Method
24%
Cone Penetration Test
20%
Parameter Identification
19%
Design Method
19%
Erosion Rate
17%
Contingent Valuation
16%
Boundary Value Problems
14%
Dam Failure
14%
Model Test
14%
Pore Pressure
12%
Soil Property
12%
Japan
12%
Geostatistics
9%
Water Reservoir
9%
River System
9%
Soil Erosion
9%
Kalman Filter
9%
River Bank
9%
Liquefaction
9%
Slope Failure
9%
Hydrograph
9%
Spillway
9%
Natural Hazard
9%
Debris Flow
9%
Dimensional Measurement
9%
Cam-Clay Model
9%
Soil Water
9%
Incompressible Flow
9%
Flood
9%
Particle Interaction
9%
Soil Layer
9%
Seepage Water
9%
Cohesive Soil
9%
Identification Method
8%
Geophysical Method
6%
Engineering
Earth Fill Dam
100%
Reliability Based Design
72%
Statistical Model
54%
Soil Parameter
43%
Heavy Rain
38%
Standard Penetration Test
29%
Particle Filter
29%
Internals
29%
Severe Earthquake
29%
Finite Element Method
27%
Seismic Hazard
27%
Internal Friction Angle
27%
Reliability Analysis
24%
Soil Mass
23%
Test Result
20%
Spatial Distribution
19%
Soil Particle
19%
Shear Strength Parameter
19%
Ground Improvement
19%
Japan
19%
Damage Cost
19%
Pore Water Pressure
16%
Lateral Displacement
16%
Cone Penetration Test
16%
Interval Test
14%
Random Field
12%
Rainfall Intensity
12%
Geotechnical Application
12%
Finite Element Modeling
11%
Measured Value
9%
Computer Simulation
9%
Penetration Resistance
9%
Response Surface Method
9%
Strength Parameter
9%
Hazards
9%
Partial Factor
9%
Shallow Foundation
9%
Spatial Correlation
9%
Open Channel
9%
Slope Stability
9%
Factor of Safety
9%
Term Settlement
9%
Seismic Response
9%
Maintenance Strategy
9%
Dynamic Behavior
9%
Deformation Behavior
9%
Simulation Method
9%
Model Test
9%
Implicit Method
9%
Preloading Embankment
9%
Keyphrases
Earth Dam
72%
Embankment
67%
Reliability-based Design
53%
Earth Fill
35%
Risk Evaluation
29%
Heavy Rain
29%
Finite Element Method
21%
Overflow
21%
Internal Erosion
21%
Viscoplastic Material
19%
Flood Forecasting
19%
Numerical Analysis
19%
Severe Earthquake
19%
N-value
18%
Statistical Model
17%
Geotechnical Structures
17%
Soil Parameters
16%
Reliability Analysis
16%
Earthquake
16%
Spatial Distribution
14%
Standard Penetration Test
14%
Spatial Variability
12%
Soil Particles
12%
Strength Parameters
12%
Internal Friction Angle
12%
Embankment Dam
12%
Inclined Core
12%
Expected Damage
12%
Damage Costs
12%
Fill Embankment
12%
Orthogonal Design
12%
Earthen Embankment
12%
Soil Structure
12%
Safety Factor
12%
Monte Carlo Method
12%
Soil Mass
11%
Rainfall Pattern
10%
Rainfall Intensity
10%
Seismic Hazard
10%
Probabilistic Parameter
10%
Swedish Weight Sounding Test
10%
Soil Strength
10%
Natural Disasters
9%
Flow Erosion
9%
Spatial Nonlinearity
9%
Inverse Analysis
9%
Seismic Response Analysis
9%
Media Interaction
9%
Natural Hazard Events
9%
NiTe
9%