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Full-scale cyclic testing of slender RC columns bent in double curvature under high axial load
Chung Chan Hung
*
, Phu Anh Huy Pham,
Terry YP Yuen
, Khalid M. Mosalam
*
此作品的通信作者
土木工程學系
研究成果
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4
引文 斯高帕斯(Scopus)
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深入研究「Full-scale cyclic testing of slender RC columns bent in double curvature under high axial load」主題。共同形成了獨特的指紋。
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Keyphrases
Cyclic Test
100%
Double Curvature
100%
Slender Columns
100%
High Axial Load
100%
Moment Magnification
50%
Seismic Performance
33%
Transverse Reinforcement
33%
Single Curvature
33%
RC Column
33%
Lateral Displacement
16%
Large Deflection
16%
Size Effect
16%
Analytical Model
16%
Suitable Method
16%
Axial Force
16%
Performance Indicators
16%
Plastic Hinge
16%
Large Cross-section
16%
Peak Load
16%
Seismic Behavior
16%
Magnus Effect
16%
Retention Capacity
16%
Displacement Reversals
16%
Design Codes
16%
Effect Test
16%
High Axial Force
16%
Loading Experiment
16%
Axial Capacity
16%
Monotonic Loading
16%
Tall Buildings
16%
Testing Facility
16%
Stability Index
16%
Vertical Load
16%
Strength Retention
16%
Drift Capacity
16%
Seismic Safety
16%
Full-scale Building
16%
Reinforcement Design
16%
Irregular Buildings
16%
Engineering
Full Scale
100%
Axial Load
100%
Seismic Performance
50%
Cross Section
50%
Axial Force
50%
Test Result
25%
Analytical Model
25%
Lateral Displacement
25%
Size Effect
25%
Performance Indicator
25%
Plastic Hinge
25%
Peak Load
25%
Design Code
25%
Seismic Behavior
25%
Larger Cross
25%
Slenderness
25%
Axial Capacity
25%
Monotonic Loading
25%
Strength Retention
25%
Bend Specimen
25%