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Moments in continuous beams on flexible supports
Adaptation of concepts developed by L.E.GRINTER and R.V.SOUTHWELL; by introducing imaginary hinges at supports, statically determinate structure is obtained; angular discontinuities are then computed, first for separately applied unit end moments, and again for given loading; using this data, required moments are obtained by converging series of successive corrections reestablishing continuity at supports.
Moments in continuous beams on flexible supports
Adaptation of concepts developed by L.E.GRINTER and R.V.SOUTHWELL; by introducing imaginary hinges at supports, statically determinate structure is obtained; angular discontinuities are then computed, first for separately applied unit end moments, and again for given loading; using this data, required moments are obtained by converging series of successive corrections reestablishing continuity at supports.
Moments in continuous beams on flexible supports
ASCE -- Proc (J Structural Div)
Williamson, R.A. (author)
1958
9 pages
Article (Journal)
English
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