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查看斯高帕斯 (Scopus) 概要
田 永銘
教授, 災害防治研究中心主任
土木工程學系
災害防治研究中心
電子郵件
ymt
cc.ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=138:2014-07-21-06-45-46&catid=39&Itemid=255
h-index
1378
引文
14
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。
1990 …
2024
每年研究成果
概覽
指紋
網路
研究計畫
(25)
研究成果
(42)
類似的個人檔案
(6)
指紋
查看啟用 Yong-Ming Tien 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
Failure Mode
70%
Transversely Isotropic Rock
60%
Numerical Simulation
54%
Mechanical Behavior
44%
Failure Criterion
43%
Bimrock
42%
Fracture Intensity
41%
Analytical Solution
39%
Layered Rock
38%
Mechanical Properties
34%
Sand-bentonite Mixture
31%
Intensity Estimation
31%
Bentonite Block
30%
Volume Fraction
29%
Failure Process
28%
Wall Friction
28%
Rock Mass
27%
Sandstone
26%
Compaction Characteristics
25%
Friction
25%
Fragility Curves
25%
Chi-Chi
25%
Taiwan Earthquake
25%
Volumetric Fraction
25%
Pressure Characteristics
25%
Failure Mechanism
25%
Pore Water Pressure
25%
Inclination Angle
24%
Bentonite
23%
Dip Angle
23%
Micromechanical Modeling
23%
Brazilian Test
23%
Young's Modulus
23%
Human Fatalities
22%
Building Damage
22%
Friction Force
20%
Isotropic Rock Mass
20%
Process Mode
19%
Case Fatality Rate
19%
Compaction Curve
19%
Micromechanics
19%
Rock Specimen
18%
Compressibility Curve
17%
Fractured Rock Mass
17%
Building Type
17%
Cracking Failure
17%
Loading Conditions
17%
Representative Elementary Volume
15%
Poisson's Ratio
14%
Uniaxial Compressive Strength
14%
Engineering
Failure Mode
100%
Computer Simulation
84%
Rock Mass
83%
Failure Criterion
42%
Experimental Result
39%
Mechanical Property
32%
Friction Force
31%
Failure Process
30%
Inclination Angle
29%
Young's Modulus
27%
Compaction Characteristic
25%
Fragility Curves
25%
Micromechanical Model
25%
Scanlines
25%
Compressibility
25%
Failure Mechanism
25%
Pore Water Pressure
25%
Anisotropic
23%
Joints (Structural Components)
22%
Crack Propagation
22%
One Dimensional
21%
Dip Angle
20%
Simulation Result
19%
Human Fatality
19%
Poisson Ratio
19%
Fractured Rock Mass
18%
Uniaxial Compressive Strength
18%
Confining Pressure
17%
Applicability
16%
Aspect Ratio
15%
Elementary Volume
15%
Building Type
14%
Representative Volume Element
14%
Tensiles
14%
Experimental Investigation
12%
Rock Matrix
12%
Robust Design
12%
Indirect Method
12%
Micromechanical Analysis
12%
Sampling Window
12%
Micromechanics
12%
Model Fidelity
12%
Failure Theory
12%
Coulomb Type
12%
Fatigue Behavior
12%
Anisotropic Rock
12%
Load Condition
12%
Induced Settlement
12%
Rock Slope
12%
Isotropic Layer
12%
