Results 201 to 210 of about 151,501 (256)
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Arch Dams: The Reno Di Lei Double - Curvature Arch Dam
Journal of the Power Division, 1956Design by trial-load method of unusual dam; center lines of horizontal arches shaped to approximately coincide with funicular curves of arch loads; design is not yet complete and will be verified by model studies.
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Investigation of Damping in Arch Dam–Water–Foundation Rock System of Mauvoisin Arch Dam
Soil Dynamics and Earthquake Engineering, 2011The overall damping of linear arch dam-water-foundation rock systems depends on the material damping of dam concrete, the material and radiation damping of semi-unbounded foundation rock, and the dam-water interaction. In this paper, the effective damping ratio of these factors is separately evaluated for Mauvoisin arch dam in Switzerland to ...
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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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Discussion of “Arch Dams: Design and Observation of Arch Dams in Portugal”
Journal of the Power Division, 1957M. Rocha +2 more
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Centroid deformation-based nonlinear safety monitoring model for arch dam performance evaluation
Engineering Structures, 2021Erfeng Zhao, Chengqing Wu
exaly

