Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method
Author:
Affiliation:
1. Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, China
2. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China
Funder
National Natural Science Foundation of China
111 Project of Hubei Province
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2383778
Reference47 articles.
1. An improved continued-fraction-based high-order transmitting boundary for time-domain analyses in unbounded domains
2. Indirect unstructured hex-dominant mesh generation using tetrahedra recombination
3. An innovative and efficient solution for axisymmetric contact problem between structure and half-space
4. A high-order approach for modelling transient wave propagation problems using the scaled boundary finite element method
5. An Investigation into the Influence of Damping on the Earthquake Response Analysis of a High Arch Dam
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