EUROSTEEL 2008 - ECCS Publications - E-store
EUROSTEEL 2008 - ECCS Publications - E-store
EUROSTEEL 2008 - ECCS Publications - E-store
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VIII<br />
Simplified method for design of bolted connections based on Eurocode 3 573<br />
Sándor Fernezelyi<br />
Evaluation of the complete moment-rotation curve of bolted beam-to-column connections<br />
using mechanical models 579<br />
Minas Lemonis, Charis Gantes<br />
Predicting moment-rotation behaviour of connections - An analytical and experimental<br />
study of flush end plate connections 585<br />
John Mativo, Kuniei Nogami, Tetsuya Yamasawa<br />
Experimental investigation of welded beam-to-column joints 591<br />
Davor Skejic, Darko Dujmovic, Boris Androic<br />
The influence of structural details on the dissipative behaviour of beam-to-column joints 597<br />
Fabio Iannone, Vincenzo Piluso, Gianvittorio Rizzano<br />
Cyclic model of beam-to-column joints 603<br />
Massimo Latour, Vincenzo Piluso, Gianvittorio Rizzano<br />
Testing program to evaluate behaviour of dual steel connections under monotonic and<br />
cyclic loading 609<br />
Dan Dubina, Nicolae Muntean, Aurel Stratan, Daniel Grecea, Raul Zaharia<br />
Particular features of application of component method to bolted beam-to-column joints of<br />
pitched roof portal frames with class 3 and 4 sections 615<br />
Mircea Cristutiu, Daniel Grecea, Dan Dubina<br />
Component method for connections with thermal separation 621<br />
Zuzana Šulcová, Zdeněk Sokol, František Wald, Roman Rabenseifer<br />
Deformation capacity and ductility demand of steel connections at ambient and elevated<br />
temperature 627<br />
Nor Hafizah Ramli Sulong, A.Y. Elghazouli, B.A. Izzuddin, N. Ajit<br />
Using performance-based design to evaluate moment resistant steel structures with<br />
combinational columns 633<br />
Javad Razzaghi, Elias Safarpour Giashi<br />
Comparison between PTED beam-to-column connections based on numerical analyses 639<br />
Matteo Esposto, Beatrice Faggiano, Federico M. Mazzolani<br />
Innovative joints with post-tensioned cables and dampers - Analytical and numerical<br />
modelling 645<br />
Emanuele Maiorana, Carlo Pellegrino, Claudio Modena<br />
Innovative connection in tubular steel towers - Experiments on segment specimens under<br />
static loading 651<br />
Wylliam Husson, Milan Veljkovic<br />
Interaction curves for non-preloaded bolted connections in tubular members 657<br />
George Stamatopoulos, John Ermopoulos
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