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查看斯高帕斯 (Scopus) 概要
李 姿瑩
教授, 語言中心主任
土木工程學系
電子郵件
tylee
ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=130:2014-07-16-06-55-27&catid=38&Itemid=254
h-index
334
引文
7
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
(12)
研究成果
(31)
類似的個人檔案
(6)
指紋
查看啟用 Tzu-Ying Lee 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
Keyphrases
Isolated Bridge
100%
Extreme Earthquakes
54%
Sliding Mode Control
30%
Ultimate State
29%
Vector Form Intrinsic Finite Element (VFIFE)
28%
Rocking Isolation
26%
Active Control
25%
Control Force
24%
Friction Pendulum Isolators
24%
Isolator
24%
Response Control
22%
Rocking Bearing
22%
Sliding Isolator
20%
Semi-active Control
20%
Seismic Response
20%
Seismic Displacement Response
19%
Passive Control
17%
Displacement Response
17%
Hybrid Algorithm
16%
Dynamic Analysis
16%
Seismic Isolation
16%
Stiffness
15%
Analysis Procedure
15%
Pole Assignment
15%
Variable Frequency
15%
Near-fault
15%
Dynamic Behavior
14%
Unseating Prevention Devices
14%
Force Level
14%
Rocking Response
14%
Spread Foundation
13%
Variable Curvature
13%
Sliding Surface
12%
Magnetorheological Damper
12%
Viscous Damper
12%
Highly Nonlinear
12%
Near-field Ground Motion
12%
Ground Motion
11%
Viaduct
11%
Implicit Dynamics
11%
Simulated Annealing
10%
Particle Swarm Optimization
10%
SA-PSO
9%
Engineering Problems
9%
Plastic Behavior
9%
Seismic Load
8%
Numerical Simulation
8%
Soil Spring
8%
Proportional Damping
8%
Secant Stiffness
8%
Engineering
Nonconductor
73%
Finite Element Analysis
57%
Ground Movement
47%
Sliding Mode Control
33%
Active Control
32%
Displacement Response
31%
Seismic Response
27%
Control Force
25%
Parametric Study
20%
Superlattice
19%
Dynamic Behavior
17%
Field Ground
15%
Sliding Surface
15%
Viscous Damper
14%
Force Level
14%
Magnetorheological Damper
12%
Particle Swarm Optimization
11%
Computer Simulation
11%
Engineering Problem
10%
Damping Coefficient
10%
Polynomial Order
10%
Rigid Body Motion
10%
Geometric Parameter
10%
Japan
9%
Failure Mechanism
9%
Proportional Damping
8%
Non-Linear Dynamic
8%
Analytical Result
8%
Control Algorithm
8%
Beam Element
7%
Damped System
7%
Numerical Difficulty
7%
Forcing Function
7%
Detection Scheme
7%
Rock Mass
7%
Impact Response
7%
Lumped Mass
7%
Delay Time
7%
Computational Efficiency
7%
Mode Effect
7%
Theoretical Study
7%
Analytical Study
7%
Iterative Procedure
7%
Integration Method
7%
Floors
7%
Structural System
7%
Seismic Loading
7%
Plastic Hinge
7%
Soil Pile
7%
Equilibrium Equation
7%
