A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ultimate load capacity of arch dams
Mathematical programming is used to obtain lower bound of load carrying capacity of class of shells of material with nonlinear behavior; shells constitute idealization of plain-concrete arch dams; numerical values computed are compared with results obtained from field tests; agreement of theoretical and experimental values is fair; applicability of method to other shell structures such as roof shells and underground shelters is discussed.
Ultimate load capacity of arch dams
Mathematical programming is used to obtain lower bound of load carrying capacity of class of shells of material with nonlinear behavior; shells constitute idealization of plain-concrete arch dams; numerical values computed are compared with results obtained from field tests; agreement of theoretical and experimental values is fair; applicability of method to other shell structures such as roof shells and underground shelters is discussed.
Ultimate load capacity of arch dams
ASCE Colegio de Ingenieros Civiles de Mexico
Bustamante, J.L. (author) / Rosenblueth, E. (author)
Meeting of the ASCE and Colegio de Ingenieros Civiles de Mexico ; 1966
1966
42 pages
Conference paper
English
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