Seismic Fragility of Concrete Gravity Dams with Spatial Variation of Angle of Friction: Case Study

2016 ◽  
Vol 142 (5) ◽  
pp. 05015002 ◽  
Author(s):  
Carl Bernier ◽  
Jamie E. Padgett ◽  
Jean Proulx ◽  
Patrick Paultre
2019 ◽  
Vol 12 (3) ◽  
pp. 551-579
Author(s):  
K. O. PIRES ◽  
A. T. BECK ◽  
T. N. BITTENCOURT ◽  
M. M. FUTAI

Abstract The conventional design of concrete gravity dams still follows the deterministic method, which does not directly quantify the effect of uncertainties on the safety of the structure. The theory of structural reliability allows the quantification of safety of these structures, from the quantification of the inherent uncertainties in resistance and loading parameters. This article illustrates application of structural reliability theory to the case study analysis of a built concrete gravity dam. Results show that reliability of the built structure is greater than that of the designed structure. The study compares reliability for design conditions, with the corresponding safety coefficients, illustrating a lack of linearity between safety coefficients and reliability. Furthermore, the study shows which are the failure modes and the design parameters with greater influence on dam safety.


2018 ◽  
Vol 0 (0) ◽  
pp. 0-0 ◽  
Author(s):  
Mohammad Ali Sotoudeh ◽  
Mohsen Ghaemian ◽  
Abdolreza Sarvghad Moghadam

2020 ◽  
Vol 146 (7) ◽  
pp. 04020121 ◽  
Author(s):  
Rocio Segura ◽  
Jamie E. Padgett ◽  
Patrick Paultre

2012 ◽  
Vol 256-259 ◽  
pp. 2240-2243
Author(s):  
Abdelhamid Hebbouche ◽  
Mahmoud Bensaibi ◽  
Hussein Mroueh

There are a large number of concrete dams worldwide. Some of the dams are in areas prone to seismicity and were built many years ago with minimal consideration to seismic loads. Dam safety during and after an earthquake, is the aim of the present study. The failure of a dam during an earthquake will be catastrophic in terms of human life and financial losses. In the present work, an analytical fragility analysis was performed in order to characterize the seismic vulnerability of concrete gravity dams by using a probabilistic method to model sources of uncertainty that could impact dam performance. The assessment of the seismic vulnerability of concrete gravity dams under near-fault ground motions was performed to assess their performance against seismic hazards. A case study was considered, it is about the dam of Oued el Fodda on the Oued Chelif River, West Algeria. This dam was designed in the early 1930s.


2003 ◽  
Vol 32 (14) ◽  
pp. 2221-2240 ◽  
Author(s):  
Paulos B. Tekie ◽  
Bruce R. Ellingwood

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