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Feasibility study of low-damage technology for high-rise precast concrete buildings

The research investigates the benefits associated to the application of highperformance hybrid rocking connections for tall buildings. A comparison between conventional (cast-in-situ) monolithic system and a low-damage rocking dissipative system (PRESSS technology) has been carried out in terms of seismic performance and post-earthquake economic losses. The case study building consisted of an 18-storeys tower with a dual structural system designed for high seismic demand.

Cost/performance evaluation of traditional and low-damage structural & non-structural building configurations

The current seismic design inherently accepts high post-earthquake damages to both structural and non-structural components and very high post-earthquake economic losses are expected. Therefore, in the last decades research moved towards a damage-control concept to develop innovative systems for building elements with high seismic performance and low post-earthquake damage, thus resulting into reduced repair costs and business interruption.

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