Fluid–structure interaction in partially filled liquid containers: a comparative review of numerical approaches

S Rebouillat, D Liksonov - Computers & Fluids, 2010 - Elsevier
This paper describes recent studies devoted to the problem of modeling the solid–fluid
interaction in partially filled liquid containers. This problem is of much importance for …

Optimal selection of scalar and vector-valued intensity measures for improved fragility analysis in cross-fault hydraulic tunnels

B Sun, M Deng, S Zhang, C Wang, W Cui, Q Li… - … and Underground Space …, 2023 - Elsevier
Seismic intensity measures (IMs) are crucial because they are significantly connected to
earthquake hazards and structural responses. It means that selecting appropriate IMs is …

A literature review on dynamic analysis of concrete gravity and arch dams

M Rezaiee-Pajand, MS Kazemiyan… - Archives of Computational …, 2021 - Springer
This paper is devoted to a literature review for various treatments of dynamic analysis of
concrete gravity and arch dams. The dynamic analysis of dams can be carried out by using …

Damage prediction of concrete gravity dams subjected to penetration explosion

G Wang, Y Shu, W Lu, M Chen, X Pan, A Lu - Engineering Failure Analysis, 2023 - Elsevier
The dynamic responses and damage mechanisms of high dams that are subjected to blast
loads have become important in recent years. A series of analytical, experimental, and …

[HTML][HTML] Endurance time history analysis of the seismic behavior and performance assessment of hydro-chemo-mechanical degradation-affected hydraulic tunnels …

B Sun, P Wang, G Zhang, M Deng, W Liu, J Xu - Underground Space, 2024 - Elsevier
Subjected to the coupling action of multiple hazards in hydraulic engineering, hydraulic
tunnels may be corroded and damaged to varying degrees during their service lives, which …

Compound intensity measures for improved seismic performance assessment in cross-fault hydraulic tunnels using partial least-squares methodology

B Sun, W Liu, M Deng, S Zhang, C Wang, J Guo… - … and Underground Space …, 2023 - Elsevier
Seismic performance assessment of cross-fault hydraulic tunnels is typically expressed in
terms of the probability of reaching or exceeding specific damage states related to …

[HTML][HTML] The analysis of the optimal scalar and vector intensity measurements for seismic performance assessment of deep-buried hydraulic arched tunnels

B Sun, G Zhang, B Xue, L Kou, L Hu, W Liu - Underground Space, 2023 - Elsevier
The selection of optimal intensity measures (IMs) has been recommended for generating the
seismic demand models with different probabilities by researchers since the seismic IMs are …

A general definition of integrated strong motion duration and its effect on seismic demands of concrete gravity dams

G Wang, Y Wang, W Lu, P Yan, W Zhou, M Chen - Engineering Structures, 2016 - Elsevier
Various duration definitions have been proposed to describe the effective strong motion
duration based on a single component of ground motions. However, multi-component …

Stability assessment method of damaged concrete gravity dams subjected to penetration explosion

Y Shu, G Wang, W Lu, M Chen, P Yan, Y Wang - Engineering Structures, 2022 - Elsevier
The structural stability of concrete gravity dams is of primary importance. In this context, a
quantitative and effective stability assessment method for concrete gravity dams subjected to …

The effects of dam–reservoir interaction on the nonlinear seismic response of earth dams

L Pelecanos, S Kontoe, L Zdravković - Journal of Earthquake …, 2020 - Taylor & Francis
The objective of this study is to investigate the effects of dam–reservoir interaction (DRI) on
the nonlinear seismic response of earth dams. Although DRI effects have for long been …