One‐dimensional modelling of the non‐linear far field in soil–structure‐interaction analysis
作者:
John P. Wolf,
Antonio Paronesso,
期刊:
Earthquake Engineering&Structural Dynamics
(WILEY Available online 1993)
卷期:
Volume 22,
issue 1
页码: 31-49
ISSN:0098-8847
年代: 1993
DOI:10.1002/eqe.4290220104
出版商: John Wiley&Sons, Ltd
数据来源: WILEY
摘要:
AbstractIn a bounded domain elasto‐plastic wave propagation can be modelled accurately using the finite‐element method. As is even the case for an elastic analysis, an unbounded domain, e.g. a semi‐infinite soil or fluid, can, however, not be represented in this manner, as any spatial discretization has to be avoided. For one‐dimensional wave propagation with a bi‐linear elasto‐plastic material law involving one stress component an analytical solution exists. The latter is used in modelling the non‐linear far field of an unbounded medium using a rigorous bookkeeping procedure of the generated elastic and plastic waves propagating in both directions. The need for a non‐linear model of the far field arises, as in a two‐dimensional representation of soil‐structure interaction the surface
点击下载:
PDF
(846KB)
返 回