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查看斯高帕斯 (Scopus) 概要
林 其穎
助理教授
土木工程學系
https://orcid.org/0000-0001-7337-5071
電話
03-5712121#54917
電子郵件
chiyinglin
nycu.edu
tw
h-index
h10-index
h5-index
27
引文
4
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。
26
引文
4
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。
13
引文
2
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。
2012
2026
每年研究成果
概覽
指紋
網路
計畫
(1)
研究成果
(11)
類似的個人檔案
(1)
指紋
查看啟用 Chi-Ying Lin 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
Hurricanes
100%
Climate Change Impacts
81%
Climate Change
72%
Residential Buildings
66%
Urban Resilience
66%
Bridge Scour
56%
Scour Depth
43%
Climate Conditions
38%
Coastal Area
38%
Southeastern US
38%
Hurricane Loss
38%
Artificial Neural Network
38%
Erodibility
33%
Hazard Risk Analysis
33%
Hurricane Risk Assessment
33%
Civil Engineering
33%
Wind Engineering
33%
Contraction Scour
33%
Riprap
33%
Gulf Coast
33%
Machine Learning
33%
Bridge Abutment
33%
Learning Communities
33%
Southeast US
33%
Spatial Statistics
33%
Computational Statistics
33%
Community Resilience
33%
Flood Risk Assessment
33%
Coastal States
33%
Statistical Learning
33%
Freshwater
33%
Risk Estimation
33%
Bridge Design
33%
Bridge Scour Monitoring
33%
Capacity Variation
33%
Vertical Wall
33%
Monitoring System
33%
Lateral Capacity
33%
Testing Device
33%
Pier Scour
33%
Bridge Failure
33%
Design Support
33%
Load Capacity
33%
Shallow Foundation
33%
Module Simulation
33%
Isolation System
33%
Critical Infrastructure Systems
33%
Wind Disaster
33%
Characteristics Prediction
33%
Ground Motion Characteristics
33%
Engineering
Climate Change
83%
Climatic Change
83%
Residential Building
66%
Construction Method
66%
Nodes
66%
Decision Maker
66%
Critical Infrastructure
66%
Scour Depth
55%
Artificial Neural Network
44%
Bridge Scour Evaluation
38%
Climate Variable
33%
Bridge Design
33%
Load Capacity
33%
Civil Engineering
33%
Abutments (Bridge)
33%
Contraction Scour
33%
Wind Engineering
33%
Flow Condition
33%
Bed Material
33%
Bridge Failure
33%
Monitoring System
33%
Computational Fluid Dynamics
33%
Shallow Foundation
33%
Learning System
33%
Ground Movement
33%
Long Short-Term Memory
33%
Climate Change Scenario
27%
Lateral Bearing Capacity
25%
Calibration Procedure
16%
Pile Foundations
16%
Severe Damage
16%
Relative Humidity
16%
Failure Condition
16%
Economic Loss
16%
Intergovernmental Panel on Climate Change
16%
Major Hurricane
16%
Design Code
16%
Flow Pattern
16%
Pressure Difference
16%
Bridge Piers
16%
Cross Section
16%
Numerical Modeling
16%
Abutment
16%
Design Guideline
16%
Architectural Design
16%
Flow Distribution
16%
Ocean Surface
16%
Control System
16%
High Resolution
11%
Statistical Model
11%
