Time-Dependent Behaviour of Concrete Structures
Published on 15. September 2010
443 pages
978-1-040-18958-0 (ISBN)
Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
More details
Language
English
Place of publication
London
United Kingdom
Publishing group
Taylor & Francis Ltd
Target group
Professional and scholarly
File size
9,28 MB
ISBN-13
978-1-040-18958-0 (9781040189580)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions
Raymond Ian Gilbert | Gianluca Ranzi
Time-Dependent Behaviour of Concrete Structures
Book
12/2019
1st Edition
CRC Press
€88.00
Shipment within 15-20 days
Raymond Ian Gilbert | Gianluca Ranzi
Time-Dependent Behaviour of Concrete Structures
Book
09/2010
1st Edition
CRC Press
€252.55
Shipment within 15-20 days
Persons
Raymond Ian Gilbert is Professor of Civil Engineering at the University of New South Wales and currently holds an Australian Research Council Australian Professorial Fellowships. He has over 35 years experience in structural design and is a specialist in the analysis and design of reinforced and prestressed concrete structures.
Gianluca Ranzi is a Senior Lecturer of structural engineering at the University of Sydney, specialising in the analysis and design of concrete and composite steel-concrete structures.
Gianluca Ranzi is a Senior Lecturer of structural engineering at the University of Sydney, specialising in the analysis and design of concrete and composite steel-concrete structures.
Content
Time-Dependent Deformation. Material Properies. Design for Serviceability - Deflection and Crack Control. Uncracked Sections - Axial Loading. Uncracked Sections - Axial Force and Uniaxial Bending. Uncracked Sections - Axial Force and Biaxial Bending. Cracked Sections. Members and Structures. Stiffness Method and Finite Element Modelling. Appendix: Analytical Formulations - Euler-Bernoulli Beam Model.
