Analysis of the transient response of vertically loaded single piles by time-domain BEM
β Scribed by L.G. Tham; C.K. Chu; Z.X. Lei
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 996 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0266-352X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Transient dynamic crack analysis of two-dimensional (2-D), homogeneous and linear piezoelectric solids is presented in this paper. For this purpose, a time-domain boundary element method (BEM) is developed. The method uses a combination of the strongly singular displacement boundary integral equatio
A 2D time domain boundary element method (BEM) is developed to study the dynamic response of a cylinder embedded in soil. The interface is assumed in contact with Coulomb friction. For the incident wave strong enough, local slip may occur along the interface. We suppose a pressure enough high is app