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CBF-EQRES SIGNED

Novel braced frame for earthquake resilience

Total Cost €

EC-Contrib. €

Partnership

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CBF-EQRES project word cloud

Explore the words cloud of the CBF-EQRES project. It provides you a very rough idea of what is the project "CBF-EQRES" about.

methodology series yield locations frame stainless made experimental configuration hinges braces consists steel resisting beams equipped resilience fuses connected hourglass concentric practical resistant shape uses duplex dissipative plastic emphasis replaceable post performance stiffness moment seismic energy pins numerical placed

Project "CBF-EQRES" data sheet

The following table provides information about the project.

Coordinator	HERIOT-WATT UNIVERSITY Organization address address: Riccarton city: EDINBURGH postcode: EH14 4AS website: www.hw.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]
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-2016
Funding Scheme	MSCA-IF-EF-ST
Starting year	2017
Duration (year-month-day)	from 2017-09-01 to 2019-11-30

Partnership

Take a look of project's partnership.

#	participants	country	role	EC contrib. [€]
1	HERIOT-WATT UNIVERSITY HERIOT-WATT UNIVERSITY Organization address address: Riccarton city: EDINBURGH postcode: EH14 4AS website: www.hw.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.	UK (EDINBURGH)	coordinator	183˙454.00

Map

Project objective

The project will develop a seismic-resistant steel frame for high seismic resilience. The frame consists of a moment-resisting frame equipped with concentric braces. Replaceable energy-dissipative hourglass shape pins made of duplex stainless steel that results in high post-yield stiffness are in series connected to the braces. Moreover, replaceable fuses are introduced at the locations of the beams of the moment resisting frame where plastic hinges are expected to develop. The project uses an integrated experimental-numerical research methodology to evaluate the seismic performance of the proposed configuration. Emphasis is placed in developing a reliable seismic design methodology for the practical application of the proposed system.

Publications

List of publications.
year	authors and title	journal	last update
2019	Benyamin Ghorbanzadeh, Guido Bregoli, George Vasdravellis, Theodore L. Karavasilis Pilot experimental and numerical studies on a novel retrofit scheme for steel joints against progressive collapse published pages: 109667, ISSN: 0141-0296, DOI: 10.1016/j.engstruct.2019.109667	Engineering Structures 200	2019-11-26

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The information about "CBF-EQRES" are provided by the European Opendata Portal: CORDIS opendata.