A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stochastic Quantification of Soil-Shallow Foundation-Structure Interaction
This article highlights soil-structure interaction (SSI) effects on the seismic structural response accounting for uncertainties in the model parameters and input ground motions. A probabilistic Monte Carlo methodology was used to conduct approximately six million dynamic time-history simulations using an established rheological soil-shallow foundation-structure model. Considering the results yields outcomes that contradict prevailing views of the always beneficial role of SSI. In other words, the likelihood of having amplification in structural response due to SSI is large enough that it cannot be readily ignored. This research provides a significant first step towards reliability-based seismic design procedures incorporating foundation flexibility.
Stochastic Quantification of Soil-Shallow Foundation-Structure Interaction
This article highlights soil-structure interaction (SSI) effects on the seismic structural response accounting for uncertainties in the model parameters and input ground motions. A probabilistic Monte Carlo methodology was used to conduct approximately six million dynamic time-history simulations using an established rheological soil-shallow foundation-structure model. Considering the results yields outcomes that contradict prevailing views of the always beneficial role of SSI. In other words, the likelihood of having amplification in structural response due to SSI is large enough that it cannot be readily ignored. This research provides a significant first step towards reliability-based seismic design procedures incorporating foundation flexibility.
Stochastic Quantification of Soil-Shallow Foundation-Structure Interaction
Moghaddasi, M. (author) / Cubrinovski, M. (author) / Chase, J. G. (author) / Pampanin, S. (author) / Carr, A. (author)
Journal of Earthquake Engineering ; 16 ; 820-850
2012-08-01
31 pages
Article (Journal)
Electronic Resource
Unknown
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