This paper presents a thorough study of the behavior of inclined micropiles under seismic loading. Analysis is carried out using a full threedimensional finite element modeling. The soil media is assumed to be elastic with Rayleigh damping, while micropiles are modeled as 3D elastic beam elements. T
โฆ LIBER โฆ
3D elastoplastic analysis of the seismic performance of inclined micropiles
โ Scribed by Shahrour Isam; Alsaleh Hassan; Souli Mhamed
- Book ID
- 113551890
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 528 KB
- Volume
- 39
- Category
- Article
- ISSN
- 0266-352X
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