Piattoni, Q;
Freddi, F;
Zona, A;
Leoni, G;
Dall'Asta, A;
Argentoni, A;
(2021)
Seismic design of innovative steel frames with partially-prefabricated infill walls.
In:
EUROSTEEL 2021 Sheffield — Steel's coming home.
(pp. pp. 1893-1902).
Wiley: Hoboken, NJ, USA.
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Abstract
Hybrid steel and concrete seismic-resistant systems made by steel frames with reinforced con-crete infill walls (SRCWs) have potential advantages over structural solutions made only by steel or reinforced concrete (RC). In fact, the high initial stiffness of concrete is useful to minimize the damage of non-structural elements under frequent (low to moderate) earthquakes while the ductility and dissipative capacity of the steel allow good performances under rare (high-intensity) events. Eurocode 8 considers SRCW systems to behave essentially as RC walls. How-ever, numerical analyses on SRCWs, designed according to the Eurocodes, pointed out an unsat-isfactory seismic behaviour with discrepancies between the behaviour assumed in the design and the simulated response under seismic actions. Indeed, the idea of stiffening a steel frame with a RC infill leads complex mechanisms that are difficult to control as being affected by many variables. In this study, some of the recent developments made for innovative SRCW are trans-ferred to hybrid steel and concrete walls with partially-prefabricated infills. Numerical models are analysed to understand the global behaviour of the considered SRCWs and to provide a preliminary validation of the proposed structural solution.
Type: | Proceedings paper |
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Title: | Seismic design of innovative steel frames with partially-prefabricated infill walls |
Event: | The 9th European Conference on Steel and Composite Structures (Eurosteel 2020) |
Location: | Sheffield, UK |
Dates: | 01 September 2021 - 03 September 2021 |
Open access status: | An open access version is available from UCL Discovery |
DOI: | 10.1002/cepa.1501 |
Publisher version: | https://doi.org/10.1002/cepa.1501 |
Language: | English |
Additional information: | This version is the author accepted manuscript. For information on re-use, please refer to the publisher's terms and conditions. |
UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng |
URI: | https://discovery.ucl.ac.uk/id/eprint/10134685 |




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