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Development of Arch Action in Arch Dams
Journal of the Power Division, 1965Considering hydrostatic pressure as the only external load on an arch dam, the influence of the reservoir elevation and the elastic deformability of the foundations is investigated using the crown cantilever method. The arch and cantilever action are evaluated on the basis of a shear and moment criterion, representing the relative magnitude of the ...
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Journal of Structural Engineering, 1993
A theory for arch dams based on extended shell theory is given and compared with finite-element-shell and three-dimensional (3D) analyses. The dam equations given are solved by successive overrelaxation. In a flexible valley, stress boundary conditions are used. Various loading cases and the pore-water-pressure effect are discussed.
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A theory for arch dams based on extended shell theory is given and compared with finite-element-shell and three-dimensional (3D) analyses. The dam equations given are solved by successive overrelaxation. In a flexible valley, stress boundary conditions are used. Various loading cases and the pore-water-pressure effect are discussed.
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Journal of the Power Division, 1956
Origin of strength and safety of arch dams; evolution of basic criteria, with particular reference to working stresses; evolution of shapes; economics and calculations; future prospects.
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Origin of strength and safety of arch dams; evolution of basic criteria, with particular reference to working stresses; evolution of shapes; economics and calculations; future prospects.
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1993
The Plymouth Engineering Design Centre (PEDC) is one of the seven Science and Engineering Research Council funded Design Centres that have been established at various academic institutions within the UK. The initial aim of the PEDC is to carry out fundamental research into the application of adaptive search techniques to engineering design.
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The Plymouth Engineering Design Centre (PEDC) is one of the seven Science and Engineering Research Council funded Design Centres that have been established at various academic institutions within the UK. The initial aim of the PEDC is to carry out fundamental research into the application of adaptive search techniques to engineering design.
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Transactions of the American Society of Civil Engineers, 1941
The purpose of this paper is to present a comprehensive series of tables to facilitate the computation of forces, moments, and radial deflections in the design of arch dams.
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The purpose of this paper is to present a comprehensive series of tables to facilitate the computation of forces, moments, and radial deflections in the design of arch dams.
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Stiffness of the human foot and evolution of the transverse arch
Nature, 2020Madhusudhan Venkadesan +2 more
exaly