Please use this identifier to cite or link to this item:
|Title:||SAFECAST Project: Definition and Analysis of the Three-Storey Precast Building|
|Authors:||OLGIATI Mara; NEGRO Paolo; COLOMBO Antonella|
|Citation:||Proceedings of the 14th European Conference on Earthquake Engineering|
|Publisher:||Macedonian Association of Earthquake Engineering|
|JRC Publication N°:||JRC62881|
|Type:||Contributions to Conferences|
|Abstract:||In this paper the activity carried out at the Joint Research Centre of the European Commission (JRC) during the first year of the SAFECAST project is described. After a description of the initial study, focused on the design procedures for precast structures and on the typologies of connections, the results of the predictive analysis performed with simplified models of the three-storey structure that will be tested in ELSA Laboratory are presented. The main results of the analysis are presented in terms of expected ductility demands and a check of the compatibility of the expected response of the structure with the scope of the test programme and with the capabilities of the equipment of the laboratory is performed. In particular, this last check put into evidence some peculiarities of the seismic response which finally will correspond to a modification in the size of the specimen.|
|JRC Institute:||Institute for the Protection and Security of the Citizen|
Files in This Item:
There are no files associated with this item.
Items in repository are protected by copyright, with all rights reserved, unless otherwise indicated.