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Influence coefficient expressions are developed in matrix form for all section forces of arch; effects of vertical and horizontal displacements of arch axis and effects of bending and shear deformations and rib shortening are included; total horizontal force is selected for "iteration parameter".
Influence coefficient expressions are developed in matrix form for all section forces of arch; effects of vertical and horizontal displacements of arch axis and effects of bending and shear deformations and rib shortening are included; total horizontal force is selected for "iteration parameter".
Deflection theory of arches
ASCE -- Proc (J Structural Div)
Asplund, S.O. (author)
1961
25 pages
Article (Journal)
English
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