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Collision analysis in customary design is normally tackled by employing a static analysis of the pier.
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High-resolution finite-element simulation serves as the main strategy for dynamic analysis of the bridge pier subjected to barge impact considering material non-linearity of pier members.
Material non-linearity of pier members is an important factor that needs to be considered for dynamic analysis of the bridge pier subjected to barge impact.
For the analysis of the walls, which consist of vertical piers connected by horizontal masonry spandrels, an equivalent frame model is adopted.
Finally, a simplified analysis of individual piers and macro-element matrix analysis of the as-built sub-assemblage was performed.
This paper deals with the analysis of the seismic behaviour of bridges characterized by tall piers, focusing on the effectiveness of current "capacity design" methods.
Conclusions are drawn and can be applied in the actual seismic design and analysis of high-pier railway bridges under tridirectional nonstationary multiple excitations.
Using a modified 'beyond Banalysislysis we tested for impacts at three spatial scales; directly beneath the pier deck, within metres of the pier and approximately 50 m from the construction zone.
The forces considered for static analysis are based on specifications of several countries, while the force-time histories adopted for transient elastoplastic response of the pier are adopted from simulated crash test results.
Given the above, in the following section a review on macro-elements for the seismic analysis of unreinforced masonry piers is presented with emphasis on the ways in which they deal with the deformation capacity.
On the lawns of the pier, they take turns voguing.
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