๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Probabilistic evaluation of lateral extent of soil liquefaction under earthquake loading

โœ Scribed by J.A. Pires; A.H-S. Ang; I. Katayama


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
723 KB
Volume
147
Category
Article
ISSN
0029-5493

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Energy-based probabilistic evaluation of
โœ Y.R. Chen; S.C. Hsieh; J.W. Chen; C.C. Shih ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 903 KB

This paper presents a seismic wave energy-based method with back-propagation neural networks to assess the liquefaction probability. An empirical equation and Fourier spectrum of acceleration are employed, respectively, to calculate the seismic wave energy. Discriminant analysis is used to determine

Cyclic shearing and liquefaction of soil
โœ V.A. Osinov ๐Ÿ“‚ Article ๐Ÿ“… 2003 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 338 KB

The paper presents a mathematical model for the deformation of soil under irregular cyclic loading in the simple-shear conditions. The model includes the possible change in the effective pressure in saturated soil due to the cyclic shearing, the reciprocal influence of the effective pressure on the

Overturning resistance and rotation of f
โœ Xiong Jianguo; Gao Weijian; Gong Zhenpeng; Ding Zhaokui ๐Ÿ“‚ Article ๐Ÿ“… 1989 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 746 KB

In the paper results of model tests and anatyticat studies on the overturning resistance and rotational behavior of building foundations under static Lateral Loading are described.