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- W2589457735 abstract "The development of rocking in bridge structures has been identified as a valid isolation technique for structures under seismic loading. By utilizing uplift in the bridge system, ductility and strength demands can be reduced on the structural element. This limits the damage to the element, and reduces residual displacements of the structure due to the system’s self-centring capability. Whilst multiple experimental studies on this isolation method have been conducted by researchers, limited focus has been placed on numerical models, specifically three-dimensional micro-models, which allow for better understanding of the actions of the bridge structure undergoing this motion. The objective of the present research is the development and validation of two three-dimensional finite element models undergoing cyclic loading, using the software package ANSYS a conventional reinforced concrete monolithic bridge pier and a precast post-tensioned concrete bridge pier wrapped in FRP which allows uplift. The validation of these models according to existing experimental data focuses on the damage of the bridge pier under sustained loading and the corresponding concrete constitutive models utilised. Once the models have been validated, further work allows for easy identification of the benefits of FRP and rocking. The models may also be applied to future research involving improved structural systems and larger bridge structures." @default.
- W2589457735 created "2017-03-03" @default.
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- W2589457735 date "2014-01-01" @default.
- W2589457735 modified "2023-09-23" @default.
- W2589457735 title "Three-dimensional finite element modelling of a bridge structure with rocking piers under cyclic loading" @default.
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