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查看斯高帕斯 (Scopus) 概要
王 韡蒨
教授, 土木工程學系 副系主任
土木工程學系
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a654.joy
gmail
com
網站
http://www.cv.ncu.edu.tw/portfolio-item/%E7%8E%8B%E9%9F%A1%E8%92%A8/
h-index
890
引文
15
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。
2009
2025
每年研究成果
概覽
指紋
網路
研究計畫
(10)
研究成果
(67)
類似的個人檔案
(3)
指紋
查看啟用 Wei-Chien Wang 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
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Keyphrases
Migration Techniques
74%
Lithium Ion Migration
74%
Mortar
73%
Compressive Strength
63%
Fly Ash
57%
Engineering Properties
54%
High Temperature
47%
Li +
40%
Mechanical Properties
38%
Cement Mortar
30%
Alkali-silica Reaction
29%
Alkali Activation
27%
Ultrasonic Pulse Velocity
27%
Thermal Conductivity
24%
Ion Migration
24%
Constant Current Density
24%
Pervious Concrete
22%
Silica Fume
22%
Alkaline Solution
21%
High Strength
19%
Current Density
19%
Migration Coefficient
19%
Electrical Field
19%
Autoclave Process
18%
Cation Migration
18%
Ground Granulated Blast Furnace Slag (GGBFS)
17%
Na +
17%
Flexural Strength
17%
Solid-to-liquid Ratio
17%
PH Value
16%
Alkali
15%
Fine Aggregate
15%
Silica
15%
Concrete Mix
15%
Autoclave Test
14%
Constant Voltage
14%
Alkali Content
14%
Taiwan
14%
Mortar Specimen
14%
Volume Fraction
13%
Expansion Behavior
13%
CO2 Curing
13%
Alkali Concentration
13%
Ultra-high Performance Concrete
13%
Electric Arc Furnace Oxidizing Slag
13%
Mortar Bar
12%
Stainless Steel
12%
Concrete Specimen
12%
Migration Behavior
12%
Glass Sand
12%
Engineering
Compressive Strength
100%
Compression Strength
100%
Engineering Property
54%
Ultrasonics
39%
Pulse Velocity
36%
Alkali Silica Reaction
31%
Silicon Dioxide
30%
Cement Mortar
29%
Thermal Conductivity
26%
Alkaline Solution
26%
Fine Aggregate
25%
Pervious Concrete
22%
Silica Fume
22%
Linear Relationship
21%
Constant Voltage
21%
Bending Strength
20%
Test Result
20%
Solid Ratio
18%
Aggregate Concrete
18%
System Resistance
18%
Furnace Slag
18%
Electric Field
18%
Cement Matrix
18%
Activated Slag
18%
Cement Paste
15%
Concrete Specimen
15%
Geopolymer
14%
Experimental Result
14%
Water/Cement Ratio
14%
Test Technique
13%
Applied Electrical Field
13%
Recycled Aggregate
13%
Ultra-High-Performance Concrete
13%
Blast Furnace Slag
13%
Steel Fiber
13%
Setting Time
13%
Stainless Steel
12%
Alkalis Content
12%
Cement Ratio
10%
Recycled Material
10%
Dilution
10%
Volume Ratio
10%
Tunnel
10%
Portland Cement
10%
Curing Temperature
10%
Interfacial Transition Zone
10%
Ground Granulated Blast Furnace Slag
9%
High-Temperature Sintering
9%
Fresh Properties
9%
Porosity
9%
