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Wyszukujesz frazę "arch dam" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Feasibility study of Dez arch dam heightening based on nonlinear numerical analysis of existing dam
Autorzy:
Hariri-Ardebili, M. A.
Mirzabozorg, H.
Powiązania:
https://bibliotekanauki.pl/articles/231238.pdf
Data publikacji:
2013
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
tama łukowa
Dez
model numeryczny
analiza nieliniowa
ocena bezpieczeństwa
kombinacja obciążenia
arch dam
numerical model
nonlinear analysis
safety evaluation
load combination
Opis:
The Dez dam was commissioned in 1963 and since sediments accumulated in the reservoir up to an elevation of approximately 15m below the intake of the power tunnel. One of the possible measures to improve operation of the reservoir is by heightening of the existing dam. This paper describes the conducted procedure for static and thermal calibration of this 203m dam in Iran based on micro geodesies measurements. Also the nonlinear response of existing dam is investigated under maximum credible earthquake ground motions considering joint behavior and mass concrete cracking and safety of dam is evaluated for possible heightening. For thermal calibration of provided numerical model, transient thermal analysis was conducted and results were compared with thermometers records installed in central block. In addition, for static calibration; thermal distribution within dam body, dam self weight, hydrostatic pressure and silt load applied on the 3D finite element model of dam-reservoir-foundation were considered. Results show that the distribution of stresses will be critical within dam for heightening case under seismic loads in MCL.
Źródło:
Archives of Civil Engineering; 2013, 59, 1; 21-49
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Probabilistic safety evaluation of a concrete arch dam based on finite element modeling and a reliability L-R approach
Autorzy:
Pouraminian, Majid
Pourbakhshian, Somayyeh
Noroozinejad Farsangi, Ehsan
Fotoukian, Reza
Powiązania:
https://bibliotekanauki.pl/articles/396613.pdf
Data publikacji:
2019
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
Pacoima arch dam
safety evaluation
Monte Carlo simulation
hydrostatic pressure
random variables
worst case
zapora łukowa Pacoima
ocena bezpieczeństwa
symulacja Monte Carlo
ciśnienie hydrostatyczne
zmienne losowe
Opis:
The safety assessment of the Pacoima arch dam is investigated in this paper. A Load – Resistance (L-R) method was used to ensure that the dam is safe or if it is at risk of failure. The "probabilistic design system" ANSYS finite element software was used to calculate the probability of failure. The Monte Carlo (MC) method with 50,000 iterations utilized for simulation and the Latin Hypercube method were used for Sampling. Input random variables with normal distribution and coefficient of variation of 15% due to uncertainties were considered and the six random variables used are the concrete modulus of elasticity, Poisson's ratio of concrete, concrete mass, up-stream normal water level of the reservoir, and the allowable tensile and compressive strength of the concrete. Linear elastic behavior was assumed for the constitutive law of concrete material and if the stress exceeds the allowable stress of the concrete this is considered as a failure limit state. The maximum and minimum principal stresses were considered as the output parameter. Dam body safety was investigated only under self-weight and upstream hydrostatic pressure at the normal water level [...]
Źródło:
Civil and Environmental Engineering Reports; 2019, 29, 4; 62-78
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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