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NONLINEAR CREEP BUCKLING OF REINFORCED CONCRETE COLUMNS
Zdenek P. Bazant
*
, Tatsuya Tsubaki
*
Corresponding author for this work
Civil and Environmental Engineering
Research output
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Contribution to journal
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Article
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peer-review
11
Scopus citations
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Dive into the research topics of 'NONLINEAR CREEP BUCKLING OF REINFORCED CONCRETE COLUMNS'. Together they form a unique fingerprint.
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Keyphrases
Sustained Load
100%
Reinforced Concrete Column
100%
Nonlinear Creep
100%
Creep Buckling
100%
Nonlinearity
66%
Creep
66%
Load Time
66%
Loading History
66%
Load to Failure
66%
Live Load
66%
Dead Load
66%
Adaptation
33%
Stress Adaptation
33%
Safety Factor
33%
Numerical Results
33%
Compressive Stress
33%
Stress Flow
33%
Loading Time
33%
Sustained Loading
33%
Simply Supported
33%
Load Increment
33%
Column Strength
33%
High Compressive Stress
33%
Engineering
Creep
100%
Reinforced Concrete
100%
Compressive Stress
66%
Live Load
66%
Dead Load
66%
Nonlinearity
66%
Safety Factor
33%
Loading History
33%
Applied Load
33%
Finite Time
33%
Load Increment
33%
Column Strength
33%
Simply Supported Column
33%