An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media

标题
An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media
作者
关键词
Poroelasticity, Precise time step integration, Dynamic analysis, Newmark, Finite element method
出版物
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 136, Issue -, Pages 106226
出版商
Elsevier BV
发表日期
2020-06-09
DOI
10.1016/j.soildyn.2020.106226

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