Reinforced concrete beams, columns and frames. Mechanics and design / Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland.
Material type:
TextSeries: Civil engineering and geomechanics seriesPublisher: London, UK : Hoboken, NJ, USA : ISTE ; Wiley, 2013Description: xvi, 294 pages : illustrations ; 24 cmContent type: - text
- unmediated
- volume
- 9781848214828
- 1848214820
- Mechanics and design [Portion of title]
- 624.18342 23 C.C.R
- TA683.5.B3 C37 2013
| Item type | Current library | Collection | Call number | Status | Date due | Barcode | |
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Books
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Main library B4 | Faculty of Engineering & Technology (Structural) | 624.18342 C.C.R (Browse shelf(Opens below)) | Available | 00012336 |
Complements a related book by the same authors entitled Reinforced concrete beams, columns and frames : section and slender member analysis.
"The two books are complementary, and ... could have been presented together in one book. ... [F]or practical reasons, it has proved more convenient to present the material in two separate books with the same preface in both titles"--Preface.
engineering bookfair2015
Includes bibliographical references (pages 279-292) and index.
Cover; Contents; Title page; Copyright page; Preface; Chapter 1: Advanced Design at Ultimate Limit State (ULS); 1.1. Design at ULS --
simplified analysis; 1.2. ULS --
extended analysis; 1.3. ULS --
interaction diagram; Chapter 2: Slender Compression Members --
Mechanics and Design; 2.1. Introduction; 2.2. Analysis methods; 2.3. Member and system instability; 2.4. First- and second-order load effects; 2.5. Maximum moment formation; 2.6. Local and global slenderness limits; 2.7. Effect of creep deformations; 2.8. Geometric imperfections; 2.9. Elastic analysis methods. 2.10. Practical linear elastic analysis2.11. Simplified analysis and design methods; 2.12. ULS design; Chapter 3: Approximate Analysis Methods; 3.1. Effective lengths; 3.2. Method of means; 3.3. Global buckling of unbraced or partially braced systems; 3.4. Story sway and moment magnification; Appendix 1: Cardano's Method; A1.1. Introduction; A1.2. Roots of a cubic function --
method of resolution; A1.3. Roots of a cubic function --
synthesis; A1.4. Roots of a quartic function --
principle of resolution; Appendix 2: Steel Reinforcement Table; Bibliography; Index.
This book is focused on the theoretical and practical design of reinforced concrete beams, columns and frame structures. It is based on an analytical approach of designing normal reinforced concrete structural elements that are compatible with most international design rules, including for instance the European design rules - Eurocode 2 - for reinforced concrete structures. The book tries to distinguish between what belongs to the structural design philosophy of such structural elements (related to strength of materials arguments) and what belongs to the design rule aspects associated with.
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