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Record Nr. |
UNINA9910131111103321 |
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Autore |
Dion Léon |
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Titolo |
Québec 1945-2000 . Tome II : Les intellectuels et le temps de Duplessis / / Léon Dion |
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Pubbl/distr/stampa |
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Chicoutimi : , : J.-M. Tremblay, , 2011 |
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ISBN |
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Descrizione fisica |
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1 online resource (537 pages) |
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Collana |
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Classiques des sciences sociales ; ; 4469 |
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Disciplina |
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Soggetti |
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Ethnicity - Québec (Province) |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Nota di contenuto |
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Quatrième de couverture -- Introduction générale -- PREMIÈRE PARTIE. -- LE RÈGNE DE DUPLESSIS -- Introduction -- Chapitre 1. La ruse et la chance -- Chapitre 2. Le chef : une relation de réciprocité entre Duplessis et le peuple -- Chapitre 3. Les fondements idéologiques du duplessisme -- Un libéralisme conservateur -- La récupération de l'idéologie cléricale -- L'appropriation du nationalisme -- Une autonomie provinciale défensive -- Chapitre 4. La pratique politique sous Duplessis -- La législation, l'administration et les finances publiques -- Les ressources naturelles -- 1'agriculture -- L'infrastructure économique -- Les relations internationales, la Constitution et les droits de l'homme -- L'éducation -- La santé -- Le bien-être social -- L'adhésion résignée aux politiques fédérales de l'État-providence -- La politique du travail -- Le favoritisme -- Un peuple de pauvres -- Conclusion (de la première partie) -- DEUXIÈME PARTIE. -- UNE CONSCIENCE CRITIQUE DE L'ANCIEN RÉGIME : -- LA QUÊTE DE LA MODERNITÉ -- Introduction -- Chapitre 1. Qu'est-ce qu'un intellectuel ? -- Chapitre 2. L'émergence d'une intelligentsia à la fin de l'ancien régime -- Qui sont les « nouveaux intellectuels » ? -- Maurice Lamontagne -- Jean Marchand -- André Laurendeau -- Pierre Elliott Trudeau -- Une classe sociale ? -- Chapitre 3. De pacifiques contestataires persécutés -- Jean-Charles Harvey -- Paul-Émile Borduas -- Jean-Paul Desbiens (le frère Untel) -- Georges-Henri Lévesque -- Chapitre 4. Les soutiens institutionnels -- Le syndicalisme -- Le Parti libéral provincial -- La Faculté des sciences sociales de |
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l'Université Laval -- Cité libre -- Chapitre 5. Les intellectuels et leur société -- Des passions négatives -- Une portion congrue de l'économie -- Une culture débilitante -- Une langue molle -- Une éducation caduque -- Une religion routinière -- Une vision obstruée de la politique -- Chapitre 6. Des valeurs pour demain -- La primauté de la personne -- Pour une démocratie vigoureuse -- Non à la liberté sous surveillance -- Conclusion (de la seconde partie) -- Conclusion générale -- Liste des ouvrages cités -- Index. |
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2. |
Record Nr. |
UNINA9910831199503321 |
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Autore |
Cristescu Constantin |
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Titolo |
Materials with rheological properties [[electronic resource] ] : calculation of structures / / Constantin Cristescu |
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Pubbl/distr/stampa |
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London, : ISTE |
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Hoboken, NJ, : John Wiley, 2008 |
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ISBN |
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1-282-16491-0 |
9786612164910 |
0-470-61100-6 |
0-470-39358-0 |
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Descrizione fisica |
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1 online resource (298 p.) |
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Collana |
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Disciplina |
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Soggetti |
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Building materials - Mathematical models |
Building materials - Analysis |
Rheology |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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Materials with Rheological Properties; Table of Contents; Chapter 1. Introduction; 1.1. Historical background; 1.2. Considering the plastic and rheological properties of materials in calculating and designing resistance structures for constructions; 1.3. The basis of the mathematical model for calculating resistance structures by taking into account the rheological properties of the materials; Chapter 2. The Rheological Behavior of Building Materials; 2.1. Preamble; 2.2. |
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Structural steel for construction; 2.2.1. Structural steel for metal construction |
2.2.2. Reinforcing steel (non-prestressed)2.2.3. Reinforcements, steel wire and steel wire products for prestressed concrete; 2.3. Concrete; Chapter 3. Composite Resistance Structures with Elements Built from Materials Having Different Rheological Properties; 3.1. Mathematical model for calculating the behavior of composite resistance structures: introduction; 3.2. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering creep; 3.2.1. The effects of the long-term actions and loads: overview |
3.2.1.1. Composite structures with discrete collaboration3.2.1.2. Composite structures with continuous collaboration; 3.2.1.3. Composite structures with complex composition; 3.2.2. The effect of repeated short-term variable load actions: overview; 3.3. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering stress relaxation; 3.3.1. The effect of long-term actions and loads: overview; 3.3.1.1. Composite structures with discrete collaboration; 3.3.1.2. Composite structures with continuous collaboration |
3.3.1.3. Composite structures with complex composition3.3.2. The effect of repeated short-term variable actions and loads: overview; 3.4. Conceptual aspects of the mathematical model of resistance structure behavior according to the rheological properties of the materials from which they are made; Chapter 4. Applications on Resistance Structures for Constructions; 4.1. Correction matrix; 4.1.1. The displacement matrix of the end of a perfectly rigid body due to unit displacements successively applied to the other end of a rigid body |
4.1.2. The reaction matrix of the end of a perfectly rigid body due to unit forces successively applied to the other end of a rigid body4.2. Calculation of the composite resistance structures. Formulation according to the creep; 4.2.1. Preliminaries necessary to systematize the calculation of composite structures in the formulation according to the creep; 4.2.2. Composite structures with discrete collaboration; 4.2.3. Composite structures with continuous collaboration; 4.2.4. Composite structures with complex composition |
4.3. The calculation of composite resistance structures. Formulation according to the stress relaxation |
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Sommario/riassunto |
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Materials with Rheological Properties presents the evolution of the mathematical models used to calculate the resistance structures and the conditions which enable progress to be made in this field. The author presents equations describing the behavior of each possible type of resistance structure (with discrete collaboration, continuous collaboration and complex composition). These equations are then redefined in the particular concrete form for each type of structure, by using the notions and known parameters from the construction's statics. The mathematical models are then tested u |
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