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Precast concrete wall-foundation connection. Development of a seismic dissipative connection
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Seismic events are a major factor to consider in structural design of buildings in many countries. With the purpose of saving lives, most of the design codes lead to structural solutions that withstand large seismic actions without collapsing, but without taking into account a possible usage of the structures after the earthquake. As a result, it is necessary to consider the time needed to repair/retrofit the damaged structures (i.e. the downtime) since this period of inactivity may result in huge financial implications for the occupants of
the buildings. In order to minimise the damages and simplify repair operations, structural solutions with rocking systems and negligible residual displacements have been developed during the last two decades.
Systems with precast concrete rocking walls were studied with the aim of investigat-
ing suitable and convenient structural alternatives to minimise the damage in case of an earthquake. Experimental, numerical and analytical analyses on post-tensioned solutions, with and without energy dissipation devices, were carried out in this research.
The energy dissipation devices were made from steel angles that were further developed
during the research. Different solutions for these devices were experimentally tested under cyclic loading and the results are presented. Numerical and analytical work on steel angles was also carried out.
Regarding the concrete rocking wall systems, two concrete rocking wall systems were
studied: post-tensioned walls and post-tensioned walls with energy dissipation devices.
In the latter, the solution was to fix them externally to the wall, allowing their easy
replacement after an earthquake. It is shown that the dissipaters are a viable solution for use in precast concrete rocking wall systems.
A building case study is presented. The comparison between a traditional monolithic
system and a hybrid solution was carried out, allowing the evaluation of the efficiency of the solution that was developed.
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Palavras-chave
Rocking Precast concrete walls Wall-foundation connection Seismic behaviour Energy dissipation Cyclic test