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The seismic vulnerability of existing precast RC buildings not designed against seismic actions is a well-known issue nowadays, as emerged from the aftermath of the seismic events that affected many productive areas in the Emilia region (north Italy)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06a9854415458f8747d8bbb76ccb6264
http://hdl.handle.net/11585/832091
http://hdl.handle.net/11585/832091
Autor:
Onur Merter, Taner Uçar
Publikováno v:
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Vol 22, Iss 2, Pp 364-374 (2018)
Volume: 22, Issue: 2 364-374
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Volume: 22, Issue: 2 364-374
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi
In energy-based seismic design approach, earthquake ground motion is considered as an energy input to structures. The earthquake input energy is the total of energy components such as kinetic energy, damping energy, elastic strain energy and hysteret
Conference
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