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Soil-structure interaction analysis of lateral resistance of piles in liquefied and laterally spreading ground
Yung Yen Ko,
J. H. Hwang
土木工程學系
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深入研究「Soil-structure interaction analysis of lateral resistance of piles in liquefied and laterally spreading ground」主題。共同形成了獨特的指紋。
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Keyphrases
Flow Pressure
100%
Soil-structure Interaction Analysis
100%
Lateral Resistance of pile
100%
Laterally Spreading Lesion
100%
Lateral Spreading
66%
Flow Displacement
66%
Displacement Pressure
66%
Soil Spring
33%
Plastic Hinge
33%
Lateral Displacement
33%
Damage State
33%
Liquefaction
33%
Free Field
33%
Pressure-based Method
33%
Soil Reaction
33%
Ground Displacement
33%
P-y Curve
33%
Induced Flow
33%
Displacement Profiles
33%
Kobe Earthquake
33%
Failure Cases
33%
Pile-soil Interaction
33%
Soil-pile System
33%
Winkler Model
33%
Flexural Failure
33%
Pile Failure
33%
Pile Damage
33%
Liquefaction-induced Lateral Spreading
33%
Engineering
Soil Structure Interactions
100%
Flow Pressure
100%
Lateral Resistance
100%
Plastic Hinge
33%
Free Field
33%
Field Observation
33%
Damage State
33%
Lateral Displacement
33%
Field Ground
33%
Soil System
33%
Soil Pile
33%
Pile Failure
33%