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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 />

III

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