Linear finite elements with orthogonal discontinuous basis functions for explicit earthquake ground motion modeling
From MaRDI portal
Publication:2880246
DOI10.1002/nme.3062zbMath1235.74287OpenAlexW2111787041MaRDI QIDQ2880246
No author found.
Publication date: 12 April 2012
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3062
numerical dispersionlinear finite elementsearthquake ground motionconsistent lumped mass matrixorthogonal discontinuous basis function
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Cites Work
- Unnamed Item
- Unnamed Item
- Large-scale simulation of elastic wave propagation in heterogeneous media on parallel computers
- Assumed strain stabilization of the eight node hexahedral element
- Lumped mass matrix in explicit finite element method for transient dynamics of elasticity
- Parallel Octree-Based Finite Element Method for Large-Scale Earthquake Ground Motion Simulation
- Two-phase flow analysis based on a phase-field model using orthogonal basis bubble function finite element method
- Numerical analysis of growing crack problems using particle discretization scheme
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
This page was built for publication: Linear finite elements with orthogonal discontinuous basis functions for explicit earthquake ground motion modeling