Analysis of seismically triggered slides off Israel
β Scribed by Sam Frydman; Mark Talesnick
- Book ID
- 110569335
- Publisher
- Springer
- Year
- 1988
- Weight
- 481 KB
- Volume
- 11
- Category
- Article
- ISSN
- 1432-0495
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Pseudo-static analysis is commonly used to design earth structures. Most pseudo-static methods of analysis require a computer program. This paper presents a simple closed form solution of seismic stability analysis by extending Francais-Culmann's analysis. The analysis is valid for a slope with the
A two-dimensional (2D) finite element analytical model is developed to analyze the seismic response of rigid highway bridge abutments, retaining and founded on dry sand. A well verified finite element code named FLEX is used for this purpose. The proposed model has the following characteristics: (1)