Please use this identifier to cite or link to this item:
|Title:||Seismic Design Criteria for Multi-storey Precast Structures|
|Authors:||BIONDINI Fabio; TONIOLO Giandomenico; TSIONIS Georgios|
|Citation:||Proceedings of the 14th World Conference on Earthquake Engineering p. 1-8|
|Publisher:||International Association for Earthquake Engineering|
|Type:||Articles in periodicals and books|
|Abstract:||This paper presents a simplified method for the capacity design of multi-storey precast concrete frames with hinged beams. A parametric study shows that in the field of ordinary and less flexible structures, the proposed simplified method can be applied with full reliability, in the same way as prescribed by the seismic codes for monolithic cast-in-situ structures. Moreover, the displacement ductility capacity of a range of multi-storey precast concrete structures designed according to the proposed method is investigated.|
|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.