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建築物抗液化性能評估與提升對策之研究-建築物液化防治試驗與評估技術之開發-深基礎結構工法(總計畫及子計畫五)(II)
Huang, Jin-Hung
(PI)
土木工程學系
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Keyphrases
Reduction Effect
100%
Low-rise Building
100%
Slurry Wall
100%
Deep Foundations
66%
Foundation Wall
66%
Dynamic Centrifuge Test
66%
Liquefaction
66%
Numerical Test
66%
Centrifuge Test
66%
Post-liquefaction Deformation
66%
Sand
66%
Numerical Analysis
33%
Liquefiable
33%
Nonlinear Elastic Moduli
33%
Induced Damage
33%
Floating Foundation
33%
Solidification Process
33%
PM4Sand
33%
Foundation Reinforcement
33%
Shallow Foundation
33%
Index Tests
33%
Densification Method
33%
Building Performance
33%
Constitutive Law
33%
Liquefaction Hazard
33%
Dynamic Effective Stress Analysis
33%
Groundwater
33%
Small Area
33%
Liquefiable Soil
33%
Design Strategy
33%
Building Structure
33%
Resonant Column Test
33%
Fully Dynamic
33%
Penetration Depth
33%
Laboratory Work
33%
Physical Index
33%
Engineering Economy
33%
Cyclic Direct Simple Shear
33%
Numerical Model
33%
Economic Design
33%
Triaxial Test
33%
Testing Laboratory
33%
FLAC2D
33%
Design Condition
33%
Modulus Degradation
33%
Reinforcement Method
33%
Countermeasure against Liquefaction
33%
Engineering
Rise Building
100%
Centrifuge
50%
Deep Foundation
50%
Induced Damage
25%
Experimental Work
25%
Engineering
25%
Effective Stress
25%
Shallow Foundation
25%
Ground Model
25%
Penetration Depth
25%
Simple Shear
25%
Design Condition
25%
Cyclic Triaxial Test
25%
Test Column
25%
Numerical Model
25%
Densification
25%
Do Effect
25%