Notice bibliographique
Résumé
Dilger 1316 The authors succinctly state in the preface: “This book is a comprehensive university text on reinforced concrete design based on Canadian codes and standards. It is a complete revision of the senior author’s very successful American text. This Canadian edition is compatible with the National Building Code of Canada (NBCC), CSA Standard A23.3-94, and Canadian metric bar sizes. Each subject progresses from theory (based on mechanics) to a discussion of the behaviour of concrete elements, to the derivation of the design method, to practical design requirements, to completely worked-out examples. The level of presentation varies by topic, to accommodate the student learning the subject matter. Those topics normally covered in the first undergraduate course on reinforced concrete are presented at an introductory level. Those topics that would form a part of a second undergraduate course or a graduate level course are presented at a more advanced level. Always, however, the aim is to give the user the essential understanding needed to carry out design of reinforced concrete.” This well-formulated introduction describes the book in a concise way. This is the book university professors and their students have been waiting for. It reflects the senior author’s vast background and experience in the development of major codes, his over 30 years of experience as a teacher, and his prominence as one of North America’s leading researchers. It also shows his extensive experience as a design engineer. The book is very well organized. It starts, logically, with general information, which serves as background for the entire book. Reinforced concrete is defined in Chapter 1, which is followed by a discussion of the structural design process in Chapter 2. In this chapter, the main design criteria (structural adequacy, economy, maintainability, and esthetics), the different limit states, and safety concepts are presented in great detail. The next chapter deals with materials. For the prediction of the time-dependent creep and shrinkage properties, the models of the 1990 CEB–FIP code are presented, rather than the outdated ACI model. This chapter also contains a section that provides valuable guidance for the evaluation of the inplace concrete strength and safety of existing structures. The following six chapters present the basic concepts of the design of individual concrete members for flexure, shear, bond, and serviceability. Chapter 6 on shear is particularly interesting in that it discusses not only the historical and general background of the simplified and general methods for shear design of the CSA code, but also the easy to understand “plastic space truss model” used in several European codes. The basic design concepts are applied to continuous beams and slabs in Chapter 10. Examples of a real case study are used for illustration. Chapters 11 and 12 explain the behaviour of short and long columns. The ground-breaking research of Professor MacGregor is explained in great detail in the chapter on slender columns. The column chapters are followed by a comprehensive discussion of two-way slabs in three chapters. First moment fields for different slab configurations are presented, followed by discussions of the direct design method and the elastic frame methods. In Chapter 15, slab design is based on results of other methods of analysis such as finite elements, yield line theory or strip method. These three chapters are followed by chapters on footing design and design by shear friction. Chapter 18 presents a comprehensive discussion of strutand-tie models for the design of discontinuous regions in corbels, deep beams, walls, and joints. The design of walls is discussed in Chapter 19. The final chapter deals with earthquake design according to NBCC and A23.3. Four examples illustrate the seismic design. In the Appendix, design charts for common concrete strengths are given. Up-to-date references from around the world are listed chapter by chapter containing all the key papers on the many topics. The book is very well written and amply illustrated. Each chapter contains many design examples and a set of problems as well as a brief summary at the end. An Instructors Solution Manual, which is available to instructors, provides complete solutions to about 75% of the problems. This is not only an excellent book for civil engineering students but also a complete reference book for structural designers who may have forgotten some of the intricacies of modern structural concrete design.
Récupéré en direct depuis OpenAlex et désinversé. Les résumés ne sont pas conservés dans cette base de données : les index inversés représentent 8,6 Go des 9,3 Go de texte de la base, et le serveur dispose de 13 Go libres.
Comment cette classification a été obtenuedéplier
Prédiction machine sur la base complète
Imitation des enseignantsNi prévalence calibrée, ni vérité terrain. Validation humaine à venir. Le volet Gemma est une étiquette directe du modèle pour chaque travail de la base, lue sur la notice réduite au titre. Le volet Codex est un classifieur appris des 10 348 étiquettes directes de Codex et calibré sur les taux pondérés de l'échantillon; les champs sans appui suffisant ne portent aucun appel Codex. Le mode candidate est l'union des deux volets; le consensus est leur intersection. Ces sorties portent le statut machine_predicted_unvalidated et ne sont pas des étiquettes humaines.
Scores du classifieur distillé par catégorie (deux têtes)
| Catégorie | Codex | Gemma |
|---|---|---|
| Métarecherche | 0,001 | 0,001 |
| Méta-épidémiologie (sens strict) | 0,001 | 0,001 |
| Méta-épidémiologie (sens large) | 0,001 | 0,001 |
| Bibliométrie | 0,001 | 0,002 |
| Études des sciences et des technologies | 0,001 | 0,002 |
| Communication savante | 0,004 | 0,003 |
| Science ouverte | 0,001 | 0,002 |
| Intégrité de la recherche | 0,002 | 0,002 |
| Charge utile insuffisante (le modèle a refusé de juger) | 0,041 | 0,022 |
Scores machine (provisoires)
Les deux têtes enseignantes du modèle étudiant, lues sur ce travail. Un score ordonne la base pour la relecture; il n'affirme jamais une catégorie, et le statut de validation accompagne chaque rangée tel quel.
Scores de référence d'un modèle non mature (critères de maturité non atteints, 7 itérations). Un score ordonne; il n'affirme jamais une catégorie.
score_only:v0-immature-baseline · tel quel depuis la passe de notation : score_only signifie que le nombre peut ordonner les travaux, et qu'aucune étiquette de catégorie n'en découleClassification
machine, non validéePrédiction automatique; un appel candidat d’une seule source (Gemma direct ou Codex distillé), pas un consensus.
Le détail, modèle par modèle et score par score, se trouve en fin de page sous « Comment cette classification a été obtenue ».