Results 31 to 40 of about 1,527,090 (168)

VD Vlachovice - concrete gravity dam

open access: yes, 2022
As a part of this bachelor thesis an alternative design of the concrete gravity dam VD Vlachovice was made, to the already design of the earth-fill dam. The design of the outlet works, intake and spillway were also carried out as a part of the study. The
Juriga, Jan
core   +1 more source

Fracture analysis of concrete gravity dam under earthquake induced loads [PDF]

open access: yes, 2013
In this paper, seismic fracture behavior of the concrete gravity dam using finite element (2D) theory has been studied. Bazant model which is non-linear fracture mechanics criteria as a measure of growth and smeared crack was chosen to develop profiles ...
AGHAJANY, REZA   +2 more
core   +3 more sources

Near fault and far fault seismic analysis of concrete gravity dam [PDF]

open access: yesJournal of Hydraulic Structures, 2020
Ground motions records of the past higher magnitude (Mw>5) earthquakes have indicated that ground motions recorded at the closest distance of the near-fault are very different from those recorded from a higher distance from the site of the far-fault ...
Prince Pundrik   +2 more
doaj   +1 more source

Thermal-stress behaviour of RCC gravity dams [PDF]

open access: yesFME Transactions, 2015
Roller Compacted Concrete (RCC) is a special concrete mixture with low cement content, frequently used for concrete gravity dams. This paper deals with the 3D finite element model for unsteady phased thermal-stress analysis of RCC dams. Model calibration
Kuzmanović Vladan   +2 more
doaj  

Seismic Performance Differences between Hardfill Dam and Gravity Dam [PDF]

open access: yes长江科学院院报
[Objective] To reveal the differences in seismic performance between hardfill dams and concrete gravity dams, this study investigates the nonlinear seismic response of the Oyuk dam (a typical hardfill dam) in Turkey and the non-overflow section of the ...
HE Wei-ping, SONG Jun-jie, PENG Yun-feng, HUANG Shi-bo, LIU Wang
doaj   +1 more source

Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest

open access: yesApplied Sciences, 2020
Concrete gravity dams are one of the most common water retention structures, some of which are located in seismically active regions. Determination of damage level after earthquakes plays an important role in assessing the safety behavior of concrete ...
Xiang Lu   +4 more
doaj   +1 more source

Progressive Failure Research on Foundation Surface of Concrete Gravity Dam

open access: yes, 2010
Concrete dam safety is one of the hot issues in dam study with the increasing of dam’s scale and height. Sliding failure along foundation surface is a potential failure mode of concrete gravity dam, and this mode is relatively rare in practical ...
Feng Gao, Chao Jia, Yong Li
core   +1 more source

Optimization of the Temperature and Thermo-Stressed State of a Concrete Dam Constructed from Particularly Lean Roller-Compacted Concrete

open access: yesBuildings, 2023
In this paper, we consider the optimization of temperature conditions and the thermo-stressed state of a concrete gravity dam made of extra lean roller-compacted concrete constructed in climate conditions corresponding to the Pskem HPP in the Republic of
Nikolai Alekseevich Aniskin   +1 more
doaj   +1 more source

A Novel Method for Constructing Main-Aftershock Sequences and Its Application in the Global Damage Accumulation Effects Analysis of Gravity Dams

open access: yesShock and Vibration, 2021
The traditional linear elastic and Drucker–Prager (DP) models cannot truly reflect the strong nonlinear characteristics of the concrete and rock foundation of the dam under earthquake.
Liaojun Zhang   +4 more
doaj   +1 more source

Next‐Generation Seismic Performance Assessment Through Multi‐Component Ground Motion Compatible Intensifying Artificial Acceleration

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Despite the crucial need for fully quantitative risk assessment of large‐scale structures, their performance is typically assessed through deterministic or semi‐quantitative approaches. The main preventing factor is the computational burden of probabilistic seismic analyses.
M. Amin Hariri‐Ardebili   +6 more
wiley   +1 more source

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