TY  - GEN
N1  - This version is the version of record. For information on re-use, please refer to the publisher?s terms and conditions.
TI  - Preliminary Studies on a Prefabricated Hybrid Steel-Concrete Seismic-Resistant Wall
Y1  - 2019/09/19/
AV  - public
CY  - Ascoli Piceno, Italy
KW  - Hybrid structures
KW  -  Seismic design
KW  -  Shear walls
KW  -  Steel-concrete composite structures.
A1  - Piattoni, Q
A1  - Freddi, F
A1  - Zona, A
A1  - Leoni, G
A1  - Dall'Asta, A
A1  - Argentoni, A
ID  - discovery10087622
N2  - Steel frames with reinforced concrete infill walls (SRCWs) have potential advantages as seismic-resistant systems.
However, the review of the state of the art highlighted how the behaviour of hybrid shear walls is rather difficult to
be controlled due to ambiguities in the definition of the resisting mechanism and lack of capacity design rules.
While Eurocode 8 considers SRCWs to behave essentially as reinforced concrete walls, numerical analyses carried
out on SRCWs demonstrated that this assumption may be far from reality. In this study an innovative structural
concept of hybrid shear walls made of steel and partially precast concrete is presented. Numerical models are used
to investigate the seismic performances of the proposed SRCW system and its components when connected to steel
and steel-concrete composite frames.
UR  - http://convegno.anidis.it/index.php/anidis/2019
PB  - ANIDIS
ER  -