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Linear programming solution of masonry arch stability
Brian J. Chilton
,
Thomas E. Boothby
Architectural Engineering
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peer-review
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Keyphrases
Primal Solution
100%
Arch Stability
100%
Sliding Failure
50%
Jack Arch Slab
50%
Frictional Energy
50%
Unbounded Solutions
50%
Engineering
Linear Programming
100%
Arch
100%
Energy Equation
50%
Abutment
25%
Potential Energy
25%
Normal Force
25%
End Condition
25%
Linear Form
25%