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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
1597
引文
21
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。
1445
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。
626
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
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指紋
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計畫
(14)
研究成果
(70)
獎項
(12)
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(3)
類似的個人檔案
(1)
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
52%
Reproducing Kernel Collocation Method
44%
Vehicle-bridge Interaction
44%
Vehicle Scanning Method
36%
Collocation Method
34%
Mode Shape
30%
Vehicle-bridge Interaction System
25%
Three-mass Vehicle Model
21%
Pavement Irregularity
21%
Inverse Problem
21%
Passing Vehicle
20%
Pitching Effect
20%
Unsprung Mass
20%
Gradient Reproducing Kernel
20%
Reproducing Kernel Approximation
20%
Reproducing Kernel
19%
Dynamic Coupling
19%
Rigid Mass
18%
Kernel Shape
18%
Shape Function
18%
Porous Enclosure
18%
Strong Form Collocation
18%
Modal Parameters
17%
Wheel Diameter
17%
Dynamic Response
17%
Weighted Collocation Method
17%
Geometric Nonlinearity
16%
Radial Basis Collocation Method
16%
Image-based
16%
Two-mass
16%
Vehicle Damping
16%
Inverse Cauchy Problem
16%
Vehicle Frequency
16%
Nonlinear Analysis
15%
Numerical Examples
15%
Strong Form
15%
High-resolution
15%
Contact Point
14%
Double-diffusive Convection
14%
Meshless Collocation Method
14%
Theoretical Formulation
14%
Governing Equation
13%
Coupled System
13%
Moving Load
13%
Numerical Results
12%
Boundary Value Problem
12%
High-order
12%
Direct Collocation
12%
Connected Vehicles
12%
Engineering
Reproducing Kernel
71%
Pavement
47%
Test Vehicle
47%
Mode Shape
38%
Porosity
38%
Strong Form
30%
Amplifier
28%
Natural Convection
26%
Parametric Study
24%
Degree of Freedom
24%
Boundary Condition
24%
Sprung Mass
22%
Contact Point
22%
Modal Parameter
19%
Diffusive
19%
Discretization
19%
High Resolution
17%
Dynamic Response
17%
Single Degree
17%
Dynamic Behavior
16%
Shape Function
16%
Nonlinear Analysis
16%
Moving Load
15%
Numerical Example
15%
Cauchy Problem
14%
Road Surface
14%
Level Set
13%
Boundary Value
13%
Theoretical Study
13%
Coupling System
13%
Beam Element
12%
Compressive Sensing
12%
Newton-Raphson Method
11%
Infinite Element
11%
Multiscale Modeling
11%
Seismic Analysis
11%
Modal Identification
11%
Tunnel
11%
Coupling Effect
11%
Induced Shift
11%
Finite Element Analysis
10%
Road
10%
Finite Element Modeling
10%
Damping Ratio ζ
9%
Size Effect
8%
Indirect Method
8%
Field Test
8%
Simple Beam
8%
Bridge Type
8%
Damping Effect
7%
