EUROSTEEL 2008 - ECCS Publications - E-store
EUROSTEEL 2008 - ECCS Publications - E-store
EUROSTEEL 2008 - ECCS Publications - E-store
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3D frame structure consisting of cold formed Z-sections - Theoretical versus experimental<br />
behaviour on full-scale tests 123<br />
Luc Schueremans<br />
Design of Z-purlins: Part 1 - Basics and cross section values according to EN 1993-1-3 129<br />
Jörgen Robra, Gerald Luza<br />
Design of Z-purlins: Part 2 - Design methods given in EN 1993-1-3 135<br />
Gerald Luza, Jörgen Robra<br />
WiSH: Workpack design for steel house - The new European easy-to-use tool for coldformed<br />
steel building design 141<br />
Natividad Pastor, Christine Etzenbach<br />
Composite bridges<br />
Viaduct over river Ulla in the HSRL "Eje Atlántico" in Spain 147<br />
Francisco Millanes, Luis Matute, Miguel Ortega, Jesús Martín, Diego Pajuelo, Carlos Gordo<br />
Viaduct over the Nalón River (Spain) - A new experience with "strict box" composite<br />
bridges 153<br />
Julio Martínez Calzón, Álvaro Serrano Corral, Carlos Castañón Jiménez, Miguel Gómez Navarro<br />
Design of a composite road bridge with high strength steels and ultra-high performance<br />
fiber reinforced concrete 159<br />
Aude Petel, Ludovic Picard, Florent Imberty, Joël Raoul<br />
New technology in composite bridge-building 165<br />
István Szatmári, Tibor Szatmári<br />
Structural analysis of composite cable-stayed bridges - From construction to failure 171<br />
José Oliveira Pedro, António Reis<br />
Consistent analysis method for long term effects in composite bridges 177<br />
Dorian Janjic, Johann Stampler, Heinz Bokan<br />
Bridge and soil interaction 183<br />
Jaromir Krizek, Jiri Studnicka<br />
Composite bridges with integral abutments 189<br />
Daniel Pak, J. Naumes, Markus Feldmann, Oliver Hechler<br />
3D FE-modelling of beam-to-beam composite joints - Application to the design of joints<br />
with cover-plates in continuous composite beams 195<br />
Samy Guezouli, Sao Serey Kaing, Oliver Hechler, Alain Lachal<br />
Connection degree in composite continuous beams - Influence on the bending moment<br />
capacity 201<br />
Samy Guezouli, Mohammed Hjiaj, Quang Huy Nguyen<br />
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