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查看斯高帕斯 (Scopus) 概要
楊 子儀
教授
土木工程學系
https://orcid.org/0000-0002-3792-2821
h-index
h10-index
h5-index
1443
引文
20
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。
1298
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。
660
引文
13
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。
2007
2024
每年研究成果
概覽
指紋
網路
計畫
(14)
研究成果
(68)
獎項
(12)
活動
(3)
類似的個人檔案
(6)
指紋
查看啟用 Judy P. Yang 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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Keyphrases
Bridge Frequency
100%
Vehicle Model
57%
Reproducing Kernel Collocation Method
48%
Vehicle-bridge Interaction
43%
Collocation Method
37%
Vehicle Scanning Method
33%
Mode Shape
33%
Vehicle-bridge Interaction System
28%
Three-mass Vehicle Model
23%
Pavement Irregularity
23%
Inverse Problem
23%
Passing Vehicle
22%
Pitching Effect
22%
Unsprung Mass
22%
Gradient Reproducing Kernel
22%
Rigid Mass
20%
Reproducing Kernel Approximation
20%
Strong Form Collocation
19%
Modal Parameters
19%
Reproducing Kernel
19%
Wheel Diameter
19%
Dynamic Response
19%
Weighted Collocation Method
19%
Geometric Nonlinearity
18%
Radial Basis Collocation Method
18%
Image-based
18%
Two-mass
18%
Vehicle Damping
18%
Inverse Cauchy Problem
18%
Kernel Shape
18%
Shape Function
18%
Nonlinear Analysis
16%
Numerical Examples
16%
Strong Form
16%
High-resolution
16%
Contact Point
15%
Theoretical Formulation
15%
Governing Equation
14%
Moving Load
14%
Boundary Value Problem
13%
Porous Enclosure
13%
High-order
13%
Connected Vehicles
13%
Bridge Damping
12%
Vehicle Body
12%
Finite-infinite Element
12%
Multiscale Modeling
12%
Seismic Analysis
12%
Error Analysis
12%
Inverse Analysis
12%
Engineering
Reproducing Kernel
69%
Pavement
58%
Test Vehicle
45%
Mode Shape
42%
Strong Form
33%
Amplifier
30%
Porosity
29%
Degree of Freedom
26%
Sprung Mass
24%
Parametric Study
24%
Contact Point
24%
Boundary Condition
22%
Modal Parameter
21%
Discretization
21%
Dynamic Response
19%
High Resolution
19%
Single Degree
18%
Dynamic Behavior
18%
Nonlinear Analysis
17%
Moving Load
17%
Numerical Example
16%
Natural Convection
16%
Cauchy Problem
16%
Road Surface
15%
Level Set
14%
Boundary Value
14%
Theoretical Study
14%
Finite Element Analysis
14%
Shape Function
14%
Beam Element
13%
Compressive Sensing
13%
Infinite Element
12%
Multiscale Modeling
12%
Seismic Analysis
12%
Modal Identification
12%
Road
11%
Finite Element Modeling
11%
Damping Ratio ζ
10%
Free Field
10%
Coupling System
10%
Size Effect
9%
Indirect Method
9%
Diffusive
9%
Field Test
8%
Simple Beam
8%
Bridge Type
8%
Newton-Raphson Method
8%
Damping Effect
8%
Rigid Structure
8%
Large Deformation
8%
