跳至主導覽
跳至搜尋
跳過主要內容
國立陽明交通大學研發優勢分析平台 首頁
English
中文
首頁
人員
單位
研究成果
計畫
獎項
活動
貴重儀器
影響
按專業知識、姓名或所屬機構搜尋
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
14
引文
3
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。
14
引文
3
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。
11
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
2022
每年研究成果
概覽
指紋
網路
計畫
(1)
研究成果
(7)
類似的個人檔案
(6)
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%
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%
In Situ
24%
Scour Monitoring
22%
Climate Variables
22%
Flume Experiment
21%
Rainfall Effects
19%
Flood Risk
19%
Failure Condition
16%
Engineering
Climate Change
83%
Climatic Change
83%
Residential Building
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%
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%
High Resolution
11%
Statistical Model
11%
Damage Criterion
8%
Model Experiment
8%
Main Purpose
8%
Factor of Safety
8%
Scale Effect
8%
Scale Model
8%
Bearing Capacity
8%
