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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
692
引文
13
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
(61)
類似的個人檔案
(6)
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。
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重量
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Keyphrases
Migration Techniques
77%
Lithium Ion Migration
77%
Mortar
75%
Compressive Strength
64%
Fly Ash
60%
Engineering Properties
57%
High Temperature
50%
Li +
42%
Mechanical Properties
40%
Alkali-silica Reaction
30%
Cement Mortar
29%
Alkali Activation
28%
Ultrasonic Pulse Velocity
28%
Thermal Conductivity
25%
Ion Migration
25%
Constant Current Density
25%
Pervious Concrete
23%
Silica Fume
23%
Alkaline Solution
22%
High Strength
20%
Current Density
20%
Migration Coefficient
20%
Electrical Field
20%
Autoclave Process
19%
Cation Migration
19%
Ground Granulated Blast Furnace Slag (GGBFS)
18%
Na +
18%
Flexural Strength
17%
Solid-to-liquid Ratio
17%
Alkali
16%
Fine Aggregate
16%
Silica
16%
PH Value
16%
Concrete Mix
15%
Autoclave Test
15%
Constant Voltage
15%
Alkali Content
15%
Taiwan
15%
Mortar Specimen
14%
Volume Fraction
14%
Expansion Behavior
14%
CO2 Curing
14%
Alkali Concentration
14%
Ultra-high Performance Concrete
14%
Electric Arc Furnace Oxidizing Slag
14%
Mortar Bar
13%
Stainless Steel
13%
Concrete Specimen
13%
Migration Behavior
13%
Glass Sand
13%
Engineering
Compressive Strength
100%
Compression Strength
100%
Engineering Property
57%
Ultrasonics
41%
Pulse Velocity
38%
Cement Mortar
35%
Alkali Silica Reaction
33%
Silicon Dioxide
31%
Thermal Conductivity
28%
Alkaline Solution
27%
Fine Aggregate
26%
Pervious Concrete
23%
Silica Fume
23%
Linear Relationship
22%
Constant Voltage
22%
Bending Strength
21%
Test Result
21%
Solid Ratio
19%
Aggregate Concrete
19%
System Resistance
19%
Furnace Slag
19%
Electric Field
19%
Cement Matrix
19%
Activated Slag
19%
Concrete Specimen
16%
Geopolymer
15%
Water/Cement Ratio
14%
Test Technique
14%
Applied Electrical Field
14%
Recycled Aggregate
14%
Ultra-High-Performance Concrete
14%
Blast Furnace Slag
14%
Steel Fiber
14%
Stainless Steel
13%
Alkalis Content
13%
Experimental Result
12%
Cement Ratio
11%
Recycled Material
11%
Dilution
11%
Volume Ratio
10%
Interfacial Transition Zone
10%
Ground Granulated Blast Furnace Slag
10%
High-Temperature Sintering
10%
Fresh Properties
10%
Porosity
10%
Modulus of Elasticity
9%
Surface Topography
9%
Electrochemical Technique
9%
Negative Effect
9%
Lightweight Aggregate Concrete
9%
