Design specifications for the time-dependent behaviour of composite steel-concrete structures
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Détails bibliographiques
| Auteur(s): |
Gianluca Ranzi
(School of Civil Engineering, University of Sydney, Sydney, Australia)
Graziano Leoni
(Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy)
Luigino Dezi
(President, DSD Dezi Steel Design, Ancona, Italy; Former Professor, Departmen of Civil Engineerg, Construction and Architecture, Polytechnic University of Marche, Ancona, Italy)
Alejandro Pérez Caldentey
(Director, FHECOR North America; Part-time Professor, Technical University of Madrid, Spain)
John Hewitt (Adjunct Associate Professor, University of Sydney, Australia) Javier Jordán (Technical Director, Pedelta) Raymond Ian Gilbert
(Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
Yue Geng (Associate Professor, School of Civil Engineering, Harbin Institute of Technology, China) Yu-yin Wang (Professor and Dean, School of Civil Engineering, Harbin Institute of Technology, China) Roberto Leon
(Professor of Construction Engineering, Via Department of Civil Engineering, Virgina Tech, USA)
Marion Rauch (Professor of Steel and Timber Structures, University of Applied Sciences Hochschule Kaiserslautern, Germany) |
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| Médium: | chapitre de livre | ||||
| Langue(s): | anglais | ||||
| Editeur: | International Association for Bridge and Structural Engineering | ||||
| Publié à: | Zurich, Suisse | ||||
| Publié dans: | Time-dependent behaviour and design of composite steel-concrete structures | ||||
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| Page(s): | 111-136 | ||||
| Nombre total de pages (du PDF): | 26 | ||||
| Année: | 2021 | ||||
| DOI: | 10.2749/sed018.ch6 | ||||
| Abstrait: |
This chapter deals with the long-term behaviour of composite members and structures used for building and bridge applications and provides a review of the relevant international serviceability limit state design methodologies, with particular focus given to the European, Australian and New Zealand, and American specifications. The first part of the chapter introduces the deflection limit requirements specified in design procedures for satisfying the serviceability limit state conditions. This is followed by a review of the design procedures recommended in the specifications for composite slabs, beams, and columns. Particular attention is devoted to reviewing design methodologies for the calculation of the displacements, for detailing, and for control of concrete cracking. |
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| Mots-clé: |
béton
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering | ||||
