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查看斯高帕斯 (Scopus) 概要
鍾 興陽
副教授
土木工程學系
電話
886 6 2757575 ext 63145
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hychung
mail.ncku.edu
tw
h-index
224
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。
2003
2025
每年研究成果
概覽
指紋
網路
專案
(15)
研究成果
(17)
類似的個人檔案
(2)
監製作品
(20)
指紋
查看啟用 Hsin-Yang Chung 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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重量
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Keyphrases
All-steel
8%
Box Girder Bridge
6%
Box-column
25%
Bridge Members
25%
Built-up Box Column
25%
Column Still
8%
Column-tree Connection
6%
Complex Stress Function
6%
Earthquake Simulator
25%
Eigenfunctions
6%
Electro-gas Welding
25%
Electroslag Welding
25%
Fillet Welded Cruciform Joint
25%
Finite Element
6%
Finite Element Analysis
6%
Finite Element Code
6%
Fire Exposure
8%
Fire Simulation
8%
Fracture Critical
25%
Full-scale Beam
6%
Full-scale Fire Test
8%
Function Approach
6%
I-shaped Column
8%
In Fire
8%
Inspection Scheduling
25%
Insulation Materials
8%
Integral Element
8%
Inter-story Drift Angle
8%
ISO 834
8%
Least Square Method
25%
Least Squares
12%
Load Carrying
25%
Maximum Radius
11%
Minimum Radius
11%
Moderately Ductile
16%
Near-fault Motions
8%
Notch Stress Intensity Factor (N-SIF)
50%
Optimal Inspection
25%
Plate Column
8%
Reduced Beam Section
8%
Runway
8%
Standard Fire Curve
8%
Steel Beam-to-column Connection
25%
Steel Bridge
25%
Stress Field
6%
Stress Intensity Factor
25%
Structures in Fire
25%
Three-dimensional (3D)
25%
Three-dimensional Stress
12%
V-notch
11%
Engineering
Anisotropic
25%
Beam Section
16%
Box Girder Bridges
12%
Column Connection
25%
Crack Opening Displacement
6%
Critical Fracture
25%
Detailed Inspection
5%
Digital Camera
29%
Displacement Function
5%
Dual Frame
12%
Eigenfunction
8%
Electroslag Welding
25%
Event Tree
5%
Experimental Result
5%
Finite Element Analysis
17%
Fire Exposure
8%
Fracture Critical Member
5%
Inspection Interval
5%
Inspection Plan
5%
Insulation Material
8%
Joints (Structural Components)
50%
Least Square
73%
Measured Crack
5%
Mechanical Fatigue Test
7%
Mixed Mode
50%
Moment Connection
25%
Notch Tip
5%
Offshore Structure
7%
Palmgren-Miner Rule
5%
Reliability Engineering
5%
Square Method
55%
Steel Beam
25%
Steel Bridges
32%
Stress-Intensity Factor
100%
Thickness Requirement
12%
Weld
8%
