On the effective seismic input for non-linear soil-structure interaction systems
β Scribed by Jacobo Bielak; Paul Christiano
- Publisher
- John Wiley and Sons
- Year
- 1984
- Tongue
- English
- Weight
- 933 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0098-8847
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π SIMILAR VOLUMES
Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
A non-linear seismic response analysis method for 2-D saturated soil-structure system with an absorbing boundary is presented. According to the 3-D strain space multimechanism model for the cyclic mobility of sandy soil, a constitutive expression for the plane strain condition is first given. Next,
A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t