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查看斯高帕斯 (Scopus) 概要
許 協隆
教授
土木工程學系
電子郵件
hhsu
ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=133:2014-07-21-06-06-31&catid=38&Itemid=254
h-index
606
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。
1991 …
2024
每年研究成果
概覽
指紋
網路
研究計畫
(10)
研究成果
(33)
類似的個人檔案
(2)
指紋
查看啟用 Hsieh-Lung Hsu 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
Engineering
Analytical Model
16%
Applicability
19%
Aspect Ratio
20%
Axial Load
17%
Axial Loading
8%
Bending Strength
12%
Biaxial Bending
8%
Bond Mechanism
8%
Bracing System
21%
Brittle Fracture
8%
Combined Bending
32%
Concrete Member
20%
Cracked Beam
8%
Cyclic Loading
18%
Cyclic Loads
38%
Displacement Constraint
8%
Energy Dissipation
58%
Engineered Cementitious Composite
12%
Filled Tube
20%
Flexural Behavior
12%
Flexural Rigidity
8%
Frame Structure
12%
Framed Structure
38%
Glass Fiber-Reinforced Plastic
8%
Large Deformation
9%
Load Test
29%
Local Buckling
14%
Mass Ratio
8%
Patch Repair
8%
Plastic Hinge
13%
Ratio Effect
8%
Repeated Loading
8%
Rigidity
17%
Sectional Dimension
8%
Seismic Performance
100%
Seismic Performance Assessment
8%
Steel Box
12%
Steel Frame
25%
Steel Plate
12%
Steel Tube
16%
Steel-Reinforced Concrete
24%
Strength Member
10%
Stress Constraint
8%
Structural Member
12%
Structural Performance
13%
Structural Steel
10%
Structural Stiffness
16%
Test Result
94%
Thickness Ratio
16%
Torsional Behavior
16%
Keyphrases
Amplified Deformation
12%
Analytical Model
12%
Aspect Ratio
16%
Axial Load
18%
Box-column
24%
Braced Frames
12%
Combined Bending
14%
Combined Torsion
9%
Composite Member
48%
Concrete Performance
16%
Concrete-filled Tube
18%
Curved Damper
12%
Cyclic Behavior
14%
Cyclic Load
16%
Cyclic Loading Test
19%
Damper
20%
Design Reference
14%
Earthquake
17%
Energy Dissipation
14%
Energy Dissipation Capacity
15%
Energy Dissipation Mechanism
8%
Engineered Cementitious Composites
12%
Experimental Information
10%
Flexural Behavior
12%
Flexural Load
10%
Flexural Performance
10%
Flexural-torsional
24%
Frame Structure
24%
High Strength
19%
Knee
12%
Knee Brace
16%
Load Test
16%
Local Buckling
9%
Microtasking
16%
Moment Resisting Frames
29%
Performance Enhancement
9%
Plastic Hinge
13%
Proposed Design
18%
Reinforced Concrete Members
20%
Seismic Assessment
9%
Seismic Performance
93%
Steel Box
10%
Steel Curved Dampers
27%
Steel Frame
18%
Steel Reinforced Concrete
24%
Stiffness
9%
Structural Members
10%
Torsion
32%
Torsional Behavior
10%
Torsional Performance
13%
