Results 201 to 210 of about 3,693 (262)

Notes on Arched Gravity Dams

Transactions of the American Society of Civil Engineers, 1928
Formulas are developed for a gravity dam having a triangular section and a vertical up-stream face that is curved in plan to a radius, Ru.
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Gravity dam calculation

2002
Ce rapport pose les bases d'une méthode semi-probabiliste aux états-limites pour la justification des barrages poids. Pour ce faire, les travaux ont consisté dans une première partie, à établir une synthèse des principales justifications des barrages poids: calcul des actions et de leurs effets, résistance des matériaux, différentes justifications et ...
Peyras, L., Royet, P.
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Gravity dams

2021
Bronstein Vadim Izrailovich, Vainberg Alexander Isaakovich, Gaziev Erast Grigorievich, Landau Yuri Alexandrovich, Mgalobelov Yuri Borisovich, Ju.B. Mgalobelov   +5 more
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Gravity Dam Design and Analysis

1988
A gravity dam is an essentially solid concrete structure that resists imposed forces principally by its own weight. Although usually straight in plan, these dams are sometimes curved or angled to accommodate site topography. They are the most common of the concrete types and the simplest type to design and build.
Charles F. Corns, Glenn S. Tarbox, Ernest K. Schrader   +2 more
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Concrete Gravity Dams

2022
B. N. Asthana, Deepak Khare
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System reliability of a gravity dam-foundation system using Bayesian networks

Reliability Engineering and System Safety, 2022
Liang Pei
exaly  

Failure modes of concrete gravity dam subjected to near-field underwater explosion: Centrifuge test and numerical simulation

Engineering Failure Analysis, 2022
Xieping Huang, Jing Hu, Qin Fang
exaly  

Evaluation of base damage and stability of concrete gravity dam subjected to underwater explosion

Structures, 2022
Xiao-Hua Wang, Jian-Guo Dai
exaly  

Foundations of Gravity and Arch Dams

1990
It is most important that the interaction between structure and bedrock be taken into account in structural analyses of concrete dams since it critically influences the loading of the dam and the rock mass, particularly near to the bearing surface. The nature of the interaction between dam and bedrock in the various loading cases that may arise is ...
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Discussion of “Serafim on Gravity Dams”

Transactions of the American Society of Civil Engineers, 1957
Bryant Mather, J. Laginha Serafim, Serge Leliavsky   +2 more
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