𝔖 Bobbio Scriptorium
✦   LIBER   ✦

On the effective seismic input for non-linear soil-structure interaction systems

✍ 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

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Generalized method for non-linear seismi
✍ Kenzo Toki; Chang Sheng Fu πŸ“‚ Article πŸ“… 1987 πŸ› John Wiley and Sons 🌐 English βš– 792 KB

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 M
✍ AKIYOSHI, T.; FANG, H. L.; FUCHIDA, K.; MATSUMOTO, H. πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 992 KB

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,

Dynamic soil-structure interaction effec
✍ Shrikhande, Manish; Gupta, Vinay K. πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 220 KB πŸ‘ 2 views

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