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Shear resistance of PHC slabs supported on beams: II: Analysis
Matti Pajari
VTT Technical Research Centre of Finland
Research output
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Contribution to journal
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Article
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Scientific
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peer-review
34
Citations (Scopus)
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Keyphrases
Prestressed Hollow Core Slab
100%
Shear Resistance
100%
Experimental Parameters
50%
Reinforced Concrete
50%
Axial Stress
50%
Joint Concrete
50%
Principal Stress
50%
Beam Theory
50%
Stress Components
50%
Hollow Core
50%
Web-shear Failure
50%
Composite Interaction
50%
Concrete Topping
50%
Transverse Shear Stress
50%
Simple Calculation Model
50%
Composite Beam
50%
Stress Criterion
50%
Vertical Shear Stress
50%
Engineering
Shear Resistance
100%
Experimental Parameter
50%
Axial Stress
50%
Shear Failure
50%
Stress Component
50%
Composite Beam
50%
Simple Calculation
50%
Joints (Structural Components)
50%
Reinforced Concrete
50%
INIS
shear
100%
beams
100%
slabs
100%
modifications
12%
failures
12%
interactions
12%
width
12%
floors
12%
reinforced concrete
12%
prediction
12%