Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Erfeng Zhao"'
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-19 (2022)
Abstract The Foziling multi-arch dam, one of the few multi-arch dams in the world, was built on the bedrock with complicated geological conditions. It has undergone several reinforcements since it was put into service in the 1950s. In this study, the
Externí odkaz:
https://doaj.org/article/acc6db819dd24e51a61aa1702c045fe1
Publikováno v:
Mathematics, Vol 11, Iss 7, p 1753 (2023)
During the operational period, unexpected upstream deformation has been observed in several super-high arch dams located in the alpine and gorge regions. In addition, the phenomenon of the downstream dam deformation monitoring values being apparently
Externí odkaz:
https://doaj.org/article/f381eb95fbb443b48376059d1d64d46a
Autor:
Erfeng Zhao, Yufeng Jiang
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The seepage of the fractured rock mass in dam foundations involves complex fluid-structure coupling behavior, due to practical hydrogeological conditions. In this work, the seepage characteristics of the fractured rock mass and their correlations wit
Externí odkaz:
https://doaj.org/article/4d37923607064b15bf326ce18eee0e5d
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The physical and mechanical parameters of hydraulic structures in complicated operating conditions often change over time. Updating these parameters in a timely manner is important to comprehend the operating behaviors and monitor the safety of hydra
Externí odkaz:
https://doaj.org/article/1c9e1e3ef3bb45e7ac0904c66567c4f3
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
Existing component separation methods fail to consider the complex nonlinear relationship between dam effect quantities and environmental variables. In this study, a novel nonlinear component separation method for the effect quantities is proposed by
Externí odkaz:
https://doaj.org/article/1f51d739d3cd49f6ba285e90e9889210
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The reinforced concrete (RC) frame with masonry infill wall is one of the most common structural systems in many countries. It has been widely recognized that the infill wall has significant effects on the seismic performance of RC frame structure. D
Externí odkaz:
https://doaj.org/article/838e15b092a244ba9e50371df87cc57b
Publikováno v:
PLoS ONE, Vol 13, Iss 7, p e0200679 (2018)
Monitoring indexes are significant for real-time monitoring of dam performance in ensuring safe and normal operation. Traditional methods for establishing monitoring indexes are mostly focused on single point displacements, and rational monitoring in
Externí odkaz:
https://doaj.org/article/f75f5047609241808a7920f8fdb72d80
Publikováno v:
Structural Control and Health Monitoring.
Accurate and reliable prediction on structural deformation is a powerful means to evaluate the safety state of dams during long-term operation. This work is a contribution to the quantification of the cognitive and stochastic uncertainties in predict
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91e129cafdfb2b8e2792c4e077dbfc71
Publikováno v:
In Engineering Failure Analysis September 2014 44:306-314
Autor:
Erfeng Zhao, Chengqing Wu
Publikováno v:
Structures. 32:298-312
Long-term service status of a large-scale arch dam is affected by variations of loads and material properties with randomness and fuzziness. This study aims to resolve the problems of a variety of uncertain variables that coexist in the reliability a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c2d490b1fb9cfa92d97e6f1f4605ec5
https://doi.org/10.1016/j.istruc.2021.03.012
https://doi.org/10.1016/j.istruc.2021.03.012