Seismic Response and Damage Characteristics of RCC Gravity Dams Considering Weak Layers Based on the Cohesive Model

Seismic Response and Damage Characteristics of RCC Gravity Dams Considering Weak Layers Based on the Cohesive Model

Due to the construction technology of roller compacted concrete (RCC) gravity dams, there are many weak layers that have the potential to affect the seismic performance of dams. However, research on the seismic response and failure characteristics of RCC dams considering their layered characteristic...

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Bibliographic Details
Main Authors: Gaohui Wang, Aobo Liu, Wenbo Lu, Ming Chen, Peng Yan
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Mathematics
Subjects:
RCC gravity dam
weak layer
cohesive model
coupled acoustic-structural method
seismic performance
Online Access:https://www.mdpi.com/2227-7390/11/7/1567

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