Influence of the water pressure distribution along crack faces on seismic fracture modeling of a dam-reservoir-foundation system
DOI10.1016/J.ENGANABOUND.2019.01.002zbMath1464.74292OpenAlexW2913379721MaRDI QIDQ666864
Yuntu Li, Hong Zhong, Lin Pang, Zhi-qiang Hu
Publication date: 12 March 2019
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2019.01.002
dynamic crack propagationscaled boundary finite element methodgravity damdam-reservoir-foundation interactionearthquake responsewater pressure
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Boundary element methods applied to problems in solid mechanics (74S15) Seismology (including tsunami modeling), earthquakes (86A15) Boundary element methods for boundary value problems involving PDEs (65N38) Geophysical solid mechanics (74L05)
Related Items (4)
Cites Work
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- The scaled boundary finite-element method - alias consistent infinitesimal finite-element cell method - for elastodynamics
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- Direct assessment of structural resistance against pressurized fracture
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