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查看斯高帕斯 (Scopus) 概要
潘 爾年
約聘教授
土木工程學系
https://orcid.org/0000-0001-6640-7805
電話
03-5712121 #54931
電子郵件
ernianpan
nycu.edu
tw
網站
http://scholar.google.com/citations?user=n-YSLX0AAAAJ&hl=en
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13330
引文
57
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3666
引文
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1251
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1989 …
2024
每年研究成果
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計畫
(1)
研究成果
(420)
類似的個人檔案
(6)
指紋
查看啟用 Ernian Pan 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
Engineering
Piezoelectric
100%
Anisotropic
96%
Green's Functions
73%
Numerical Example
37%
Boundary Condition
34%
Two Dimensional
31%
Electric Field
28%
Harmonics
25%
Elastic Field
23%
Imperfect Interface
22%
Matrix Method
21%
Quantum Dot
21%
Elastic Half
20%
Closed Form Solution
18%
Boundary Element Method
18%
Stress Field
18%
Elastic Plate
17%
Pavement
16%
Dislocation Loop
16%
Magnetic Field
15%
Stress-Intensity Factor
15%
Mode Shape
14%
Boundary Value
13%
Singularities
13%
Finite Element Analysis
13%
Free Vibration
13%
Intensity Factor
11%
Material Anisotropy
11%
Quantum Wire
11%
Dispersion Curve
11%
Strain Field
11%
One Dimensional
10%
Screw Dislocation
10%
Loading Surface
9%
Eigenstrain
8%
Rock Mass
8%
Fourier Series
8%
Electric Potential
8%
Nanomaterial
8%
Spatial Distribution
8%
Transients
8%
Resonant Frequency
8%
Least Square
8%
Anisotropic Rock
8%
Numerical Methods
8%
Strain Energy
7%
Functionally Graded Material
7%
Closed Form
7%
Gallium Arsenide
7%
Crack Tip
7%
Keyphrases
Transversely Isotropic
62%
Three-dimensional (3D)
51%
Green's Function
50%
Magneto-electro-elastic
41%
Dislocation
33%
Numerical Examples
32%
Elastic Field
27%
Bi-material
26%
Analytical Solution
25%
Imperfect Interface
24%
Numerical Results
22%
Functionally Graded
21%
Layered Half-space
20%
Half-space
19%
System of Vector Functions
19%
Two Dimensional
18%
Magneto-electro-elastic Plate
18%
Material Properties
17%
Exact Solutions
17%
Quantum Dots
17%
Electric Field (E-field)
16%
Dislocation Loops
15%
Boundary Element Method
15%
Stress Field
14%
Dual Variable
13%
Displacement Field
13%
Piezomagnetic
13%
Stress Intensity Factor
13%
Anisotropic Elasticity
13%
Piezoelectric Semiconductor
13%
Stroh Formalism
12%
Line Integral
12%
Exact Closed-form Solution
12%
Strain Field
12%
Simply Supported
12%
Free Vibration
11%
Mode Shape
11%
Material Anisotropy
11%
Elastic Half-space
11%
Quantum Wire
11%
Field-induced
11%
Governing Equation
10%
Surface Loading
10%
Stacking Sequence
10%
Magneto-electro-elastic Material
10%
Cylindrical System
10%
Dispersion Curves
10%
Propagator Matrix Method
10%
Three-dimensional Green's Function
10%
Quasicrystals
9%
