๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Pseudostatic approach for seismic analysis of pile group

โœ Scribed by H. Elahi; M. Moradi; H.G. Poulos; A. Ghalandarzadeh

Book ID
108101554
Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
970 KB
Volume
37
Category
Article
ISSN
0266-352X

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Seismic analysis of infinite pile groups
Seismic analysis of infinite pile groups in liquefiable soil
โœ Assaf Klar; Sam Frydman; Rafael Baker ๐Ÿ“‚ Article ๐Ÿ“… 2004 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 394 KB

Numerical analysis of an infinite pile group in a liquefiable soil was considered in order to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential. It was found that an optimal pile spacing exists resulting in minimal excess pore pressure. It was

Transfer matrix approach for nonlinear p
Transfer matrix approach for nonlinear pile group response analysis
โœ Toyoaki Nogami; Stephen K. Paulson ๐Ÿ“‚ Article ๐Ÿ“… 1985 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 649 KB

A transfer matrix method is applied for the analysis of non-linear pile group responses. The expression for the transfer matrix is obtained by idealizing the non-linear pile group as a group of piles attached to a piecewise linear 'Winkler model for a pile group'. This Winkler idealization is essent