Time-dependent behaviour and design of composite steel-concrete structures
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Détails bibliographiques
| Directeur(s): |
Gianluca Ranzi
(School of Civil Engineering, University of Sydney, Sydney, Australia)
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| Médium: | livre | ||||
| Langue(s): | anglais | ||||
| Editeur: | International Association for Bridge and Structural Engineering | ||||
| Publié à: | Zurich, Suisse | ||||
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| Page(s): | 196 | ||||
| Nombre total de pages (du PDF): | 200 | ||||
| Année: | 2021 | ||||
| ISBN-10: | 3-85748-178-1 | ||||
| ISBN-13: | 978-3-85748-178-9 | ||||
| eISBN: |
978-3-85748-177-2 (PDF), 978-3-85748-181-9 (ePUB) |
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| DOI: | 10.2749/sed018 | ||||
| Collection: | Structural Engineering Documents (No. 18) | ||||
| Couverture: | broché | ||||
| Remarques: |
Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. The time-dependent response of concrete and its influence on the service behaviour and design of composite structures are the main focus of this SED. For the first time, a publication combines a state-of-the-art review of the research with the available design specifications of Europe, Australia and New Zealand, and USA. This publication intends to enhance the awareness of the service response of composite structures and of the latest research and standards’ developments. It is aimed at designers and researchers alike. The review of research available in the open literature is provided and arranged according to structural typologies, i. e. slabs, beams, and columns. It serves as background information for current service design rules and provides insight into the most recent research advancements. The review of available design guidelines presents the similarities and differences of the recommended service design procedures influenced by concrete time effects. Selected case studies of building and bridge projects show possible design approaches and the rationale required when dealing with the time-dependent response and design of composite structures. The authors of this publication are design engineers and academics involved in the service design and research on the time-dependent response of composite structures. |
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| Mots-clé: |
pont mixte acier-béton
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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Articles
| Auteur(s) | Titre | Page(s) |
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| Geng, Yue | State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns | 83-109 |
| Pérez Caldentey, Alejandro | Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete bridges | 157-188 |
| Pérez Caldentey, Alejandro | Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings | 137-156 |
| Ranzi, Gianluca | Design specifications for the time-dependent behaviour of composite steel-concrete structures | 111-136 |
| Ranzi, Gianluca | Introduction | 1-12 |
| Ranzi, Gianluca | State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams | 61-82 |
| Ranzi, Gianluca | State-of-the-art review on the time-dependent behaviour of composite steel-concrete slabs | 41-59 |
| Ranzi, Gianluca | Time-dependent behaviour of concrete | 13-40 |
