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SustBracedMHaz SIGNED

Sustainable steel braced frame for multi-hazard mitigation

Total Cost €

0

EC-Contrib. €

0

Partnership

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Project "SustBracedMHaz" data sheet

The following table provides information about the project.

Coordinator
THE UNIVERSITY OF WARWICK 

Organization address
address: Kirby Corner Road - University House
city: COVENTRY
postcode: CV4 8UW
website: www.warwick.ac.uk

contact info
title: n.a.
name: n.a.
surname: n.a.
function: n.a.
email: n.a.
telephone: n.a.
fax: n.a.

 Coordinator Country United Kingdom [UK]
 Project website https://www.southampton.ac.uk/engineering/about/staff/tk4g16.page
 Total cost 183˙454 €
 EC max contribution 183˙454 € (100%)
 Programme 1. H2020-EU.1.3.2. (Nurturing excellence by means of cross-border and cross-sector mobility)
 Code Call H2020-MSCA-IF-2014
 Funding Scheme MSCA-IF-EF-ST
 Starting year 2015
 Duration (year-month-day) from 2015-08-31   to  2017-08-30

 Partnership

Take a look of project's partnership.

# participants  country  role  EC contrib. [€] 
1    THE UNIVERSITY OF WARWICK UK (COVENTRY) coordinator 183˙454.00

Map

 Project objective

Modern societies need building infrastructure that is designed and maintained according to high sustainability and resilience standards. Sustainability in construction can be realized with demountable (easy to deconstruct) structures that enable change of the building geometry (adaptability) and reuse of materials and structural members at the end of the building life. Resilience can be realized with structures that can be easily repaired, if damaged, so that building service can be restored within an acceptable short, if not immediate, time after extreme loading conditions. Moreover, the need to design structures against multiple natural (e.g. earthquakes) and man-made (e.g. bomb blast) hazards has been recognized. The goal of the project is to address the aforementioned urgent societal needs by developing a novel steel concentric braced frame (CBF) that can, for the first time, simultaneously achieve the following overall objectives: (a) Sustainability in construction, (b) Enhanced progressive collapse resistance and reparability against a sudden loss of column due to bomb blast; and (c) Easy inspection and repair of damage to allow rapid return to building use and occupation after strong earthquakes.

 Publications

year authors and title journal last update
List of publications.
2017 Dimopoulos CA, Freddi F and Karavasilis TL
Numerical evaluation of a rocking damage-free steel column base with friction devices
published pages: , ISSN: , DOI:
8th European Conferences on Steel and Composite Structures 2019-06-13
2017 Dimopoulos CA, Freddi F, Karavasilis TL and Vasdravellis G
3D numerical assessment of the progressive collapse resistance of a seismic-resistant steel building with post-tensioned beam-column connections
published pages: , ISSN: , DOI:
9th Greek National Steel Structures Conference 2019-06-13
2017 Fabio Freddi, Christoforos A. Dimopoulos, Theodore L. Karavasilis
Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation
published pages: 2281-2300, ISSN: 0098-8847, DOI: 10.1002/eqe.2904
Earthquake Engineering & Structural Dynamics 46/14 2019-06-13
2017 Freddi F, Dimopoulos CA, Karavasilis TL
Rocking damage-free steel column base with friction devices
published pages: , ISSN: , DOI:
9th Greek National Steel Structures Conference 2019-06-13
2017 Freddi F, Dimopoulos CA and Karavasilis TL
Rocking damage-free steel column base with friction devices: design procedure and global seismic response of buildings
published pages: , ISSN: , DOI:
8th European Conferences on Steel and Composite Structures 2019-06-13

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The information about "SUSTBRACEDMHAZ" are provided by the European Opendata Portal: CORDIS opendata.

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