FINAL WORKSHOP Napoli, 21 June 2016 FINAL WORKSHOP Napoli, 21 June 2016
PROGRAM
9:00 Opening and welcome
9:15 The Equaljoints Project R. Landolfo
Key note lecture 1:
Steel Connection Failures from the
1994 to Today: The AISC 358 Effort
to Prequalify Connections
R.T. Leon
10:15 Coffee Break
10.45 Session 1: Design criteria and experimental
performance
Haunched joints D, Dubina
Extended stiffened end-plate joints M. D’Aniello
Extended end-plate joints JF.Demonceau
Dog-bone joints O. Vassart
Key note lecture 2 :
How to make EN 1993-1-8 easier
to use?
M. Veljković
13:00 Lunch Break
14:00 Key note lecture 3 :
Seismic design of bolted beam-to-
column joints
V. Piluso
Session 2: The influence of joints behaviour on
global behaviour
Moment resisting frames A.Elghazouli
Dual-Concentrically braced frames F. Gentili
Dual-Eccentrically braced frames A.Stratan
15:45 Coffee Break
16:15 Session 3: Outcomes and dissemination
Analytical models L. Da Silva
Loading protocol for EU seismic
pre-qualification of joints
A.Tsitos
Design guidelines of pre-qualified
seismic steel joints
JP.Jaspart
ECCS mission V. Dehan
17:40 Workshop Summary
Discussion
F.M.Mazzolani
18:30 Closure R. Landolfo
Contact details
Department of Structures for Engineering and Architecture University of Naples "Federico II" via Forno Vecchio 36, 80134, Naples Italy
Raffaele Landolfoe-mail: [email protected]
Mario D’Anielloe-mail: [email protected]
Silvia Costanzoe-mail: [email protected]
Roberto Tartagliae-mail: [email protected]
The final workshop is organized by
Department of Structures for
Engineering and Architecture
University of Naples Federico II,
with the support of ECCS
European pre-QUALified
steel JOINTSRFSR-CT-2013-00021
EQUALJOINTS
Conference Centre of University of Naples Federico II
Via Partenope 36
FINAL WORKSHOPNapoli, 21 June 2016
FINAL WORKSHOP Napoli, 21 June 2016 FINAL WORKSHOP Napoli, 21 June 2016 FINAL WORKSHOP Napoli, 21 June 2016
EQUALJOINTS OVERVIEW
The EQUALJOINTS research projectaims at providing pre-qualification
procedure for a set of selected seismicresistant steel beam-to-column joints,introducing a codified practice
currently missing in Europe.
A large experimental programmesupported by theoretical and numerical
analyses has been proposed.. Theprequalification criteria will refer to bothfull-strength and partial-strength joints.for three types of bolted configurationsand one welded dog-one joint.
PARTNERSHIP OF THE PROJECT
� University of Naples FEDERICO II - Italy
� Arcelormittal Belval & Differdange SA-Luxembourg
� Universite de Liege - Belgium
� Universitatea Politehnica din Timisoara -Romania
� Imperial College of Science, Technologyand Medicine - UK
� Universidade de Coimbra - Portugal
� European Convention for ConstructionalSteelwork Vereniging - Belgium
PROJECT AIMS
� Prequalification of seismic resistant
Beam-to-Column joints
� Design criteria for steel frames accounting
for the performance of joints
� Analytical Modelling of cyclic response of
joints
� Evaluation of Seismic Demand on Joints
� Definition of EU Loading Protocol
� Experimental Programme
� FEM Parametric Analyses
� Design guidelines
� Database of experimental results