UCL Discovery
UCL home » Library Services » Electronic resources » UCL Discovery

Steel and Concrete Hybrid Structures: Recent Advancements and their Implications for Seismic Design

Zona, A; Freddi, F; Leoni, G; Dall'Asta, A; (2019) Steel and Concrete Hybrid Structures: Recent Advancements and their Implications for Seismic Design. In: Conference on Earthquake & Civil Engineering Dynamics (SECED 2019) Proceedings. SECED: London, UK. Green open access

[thumbnail of 18.2.pdf]
Preview
Text
18.2.pdf - Published Version

Download (360kB) | Preview

Abstract

The optimum combination of steel and concrete elements to constitute hybrid steelconcrete seismic-resistant structural systems should exploit the stiffness of concrete and the ductility and dissipative capacity of steel. If the seismic damage is limited to some, easy to replace, steel components only and the residual deformations are limited, the structural system can be quickly repaired and go back to the full functionality even in the aftermath of major earthquakes. This design strategy allows obtaining structural resilient systems. In this context, the present work aims at reviewing the recent outcomes of a European research project where two hybrid structural systems were numerically and experimentally investigated. A proposal for design recommendations consistent with the framework of the Eurocodes is also presented. The first hybrid system considered is a steel frame with reinforced concrete infill walls designed as a truss structure where seismic damage is concentrated in the vertical steel components with reduced sections undergoing yielding in tension. All other steel elements as well as the reinforced concrete infill walls are designed to work within their elastic range. The second hybrid system considered is a reinforced concrete wall coupled to two steel columns by means of steel links. Both columns and the wall are designed to work in their elastic range while the yielding of the coupling links allows dissipating the seismic energy. Design criteria aiming at activating all links along the building height and the effect of the coupling ratio are discussed.

Type: Proceedings paper
Title: Steel and Concrete Hybrid Structures: Recent Advancements and their Implications for Seismic Design
Event: Conference on Earthquake & Civil Engineering Dynamics (SECED 2019)
Location: London
Dates: 09 September 2019 - 10 September 2019
Open access status: An open access version is available from UCL Discovery
Publisher version: https://www.seced.org.uk/index.php/proceedings
Language: English
Additional information: The author accepted manuscript is deposited under a Creative Commons Attribution Non-commercial International Licence 4.0 (CC BY-NC 4.0) and any reuse is allowed in accordance with the terms outlined by the licence. To reuse the author accepted manuscript for commercial purposes, permission should be sought by contacting seced@ice.org.uk
UCL classification: UCL
UCL > Provost and Vice Provost Offices
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/10087620
Downloads since deposit
269Downloads
Download activity - last month
Download activity - last 12 months
Downloads by country - last 12 months

Archive Staff Only

View Item View Item