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Ultimate load capacity of arch dams
Mathematical programming techniques are applied to obtain lower bound, as large as possible, for estimating load capacity of arch dams; method is based on theorem of statically admissible field for plastic materials; application of technique to four dam models shows good agreement between numerical and experimental results.
Ultimate load capacity of arch dams
Mathematical programming techniques are applied to obtain lower bound, as large as possible, for estimating load capacity of arch dams; method is based on theorem of statically admissible field for plastic materials; application of technique to four dam models shows good agreement between numerical and experimental results.
Ultimate load capacity of arch dams
ASCE -- Proc (J Eng Mechanics Div)
Bustamante, J.I. (Autor:in) / Rosenblueth, E. (Autor:in)
1966
23 pages
Aufsatz/Kapitel (Buch)
Englisch
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Ultimate load capacity of arch dams
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