A novel scaled boundary finite element method for dynamic impedance of an arch dam foundation in a complex layered half-space
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Publication:2058113
DOI10.1016/J.ENGANABOUND.2021.10.002OpenAlexW3210583048WikidataQ114183218 ScholiaQ114183218MaRDI QIDQ2058113
Gao Lin, Zhong Hong, Zhi-qiang Hu, Zhi-yuan Li
Publication date: 7 December 2021
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.10.002
dynamic stiffness matrixscaled boundary finite element methodarch dam-foundation rock interactioncomplex layered half-space
Related Items (2)
Three-dimensional dynamic fracture analysis using scaled boundary finite element method: a time-domain method ⋮ Boundary element model for the analysis of the dynamic response of the Soria arch dam and experimental validation from ambient vibration tests
Cites Work
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