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Stability of masonry piers and arches including sliding
Thomas E. Boothby
Architectural Engineering
Materials Research Institute (MRI)
Research output
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Contribution to journal
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Article
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peer-review
54
Scopus citations
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Keyphrases
Kinematic Constraints
100%
Friction Coefficient
50%
Potential Energy
50%
Frictional Force
50%
Virtual Work
50%
Tangential Force
50%
Energy Input
50%
Linear Programming
50%
Dissipated Energy
50%
EnergyPlus
50%
Internal Force
50%
Force-time
50%
Compressive Force
50%
Interpenetration
50%
Gravity Load
50%
Engineering
Joints (Structural Components)
100%
Energy Engineering
50%
Frictional Force
50%
Tangential Force
50%
Coefficient of Friction
50%
Energy Input
50%
Linear Program
50%
Potential Energy
50%
Normal Force
50%
Internal Force
50%
Compressive Force
50%
Gravity Load
50%