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Seismic tests on precast segmental concrete columns with unbonded tendons
J. T. Hewes
Civil Engineering, Construction Management, and Environmental Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
28
Scopus citations
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Dive into the research topics of 'Seismic tests on precast segmental concrete columns with unbonded tendons'. Together they form a unique fingerprint.
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Keyphrases
Concrete Columns
100%
Prestress Level
100%
Steel Jacketing
100%
Unbonded Tendons
100%
Seismic Assessment
100%
Prestress
100%
Precast Segmental Concrete
100%
Research Laboratories
50%
Economic Loss
50%
Residual Drift
50%
Unbonded Post-tensioning
50%
Parameter Influence
50%
Repair Rate
50%
Concrete Crushing
50%
Structural Research
50%
Post-earthquake Damage
50%
Column Aspect Ratio
50%
Friction Mechanisms
50%
Energy Dissipation
50%
Flexural Response
50%
San Diego
50%
University of California
50%
Damage Failure
50%
Characteristic Energy
50%
Damage Level
50%
Seismic Demand
50%
Pseudo-static Test
50%
Structural System
50%
Shear Key
50%
Simple Analytical Model
50%
Force-deformation Characteristic
50%
Failure Mode
50%
Seismic Load
50%
Engineering
Prestress
100%
Seismic Test
100%
Steel Jacket
66%
Research Laboratories
33%
Aspect Ratio
33%
Good Agreement
33%
Analytical Model
33%
Energy Dissipation
33%
Test Result
33%
Structural System
33%
San Diego
33%
Inelastic Straining
33%
Failure Mode
33%
Shear Key
33%
Seismic Loading
33%
Economic Loss
33%
Prestressing
33%
Deformation Characteristic
33%
Concrete Crushing
33%
Damage Level
33%