A direct method for soil}structure interaction analysis in two-dimensional medium is presented in time domain, which is based on the transformation of the analytical frequency-dependent dynamic sti!ness matrix. The present dynamic sti!ness matrix for the far-"eld region is constructed by assembling
โฆ LIBER โฆ
Time domain response of a one-dimensional soil-structure interacting model via complex analysis
โ Scribed by G. Oliveto; A. Santini
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 912 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0141-0296
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Time-domain soilโstructure interaction a
โ
Doo-Kie Kim; Chung-Bang Yun
๐
Article
๐
2000
๐
John Wiley and Sons
๐
English
โ 280 KB
๐ 1 views
An efficient time-domain soil-structure
โ
Yasuhiro Hayashi; Ikuo Takahashi
๐
Article
๐
1992
๐
John Wiley and Sons
๐
English
โ 657 KB
One-dimensional modelling of the non-lin
โ
John P. Wolf; Antonio Paronesso
๐
Article
๐
1993
๐
John Wiley and Sons
๐
English
โ 846 KB
Seismic analysis of three-dimensional so
โ
S. Saylan; T.G. Toridis; K. Khozeimeh
๐
Article
๐
1985
๐
Elsevier Science
๐
English
โ 882 KB
Generalized method for non-linear seismi
โ
Kenzo Toki; Chang Sheng Fu
๐
Article
๐
1987
๐
John Wiley and Sons
๐
English
โ 792 KB
Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
Dynamic soilโstructure interaction analy
โ
M. Cemal Genes; Suleyman Kocak
๐
Article
๐
2005
๐
John Wiley and Sons
๐
English
โ 548 KB