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[null,"1.","Record Nr.",null,"UNINA990004859440403321"]
[null,null,"Autore",null,"Mueller, Sophus"]
[null,null,"Titolo",null,"L'Europe prèhistorique : Principes d'archèologie preistorique / Sophus Mueller ; traduit du danois avec la collaboration de l'auteur par Emmanuel Philipot"]
[null,null,"Pubbl/distr/stampa",null,"Paris : J. Lamarre, [1904]"]
[null,null,"Descrizione fisica",null,"212 p., 3 tav. : ill. ; 29 cm"]
[null,null,"Locazione",null,"FLFBC"]
[null,null,"Collocazione",null,"XI A 3"]
[null,null,"Lingua di pubblicazione",null,"Italiano"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,"2.","Record Nr.",null,"UNINA9910808383103321"]
[null,null,"Autore",null,"Hassoun M. Nadim"]
[null,null,"Titolo",null,"Structural concrete : theory and design / / M. Nadim Hassoun, Akthem Al-Manaseer"]
[null,null,"Pubbl/distr/stampa",null,"Hoboken, New Jersey : , : Wiley, , 2015"]
[{"$nulls":4},"©2015"]
[null,null,"ISBN",null,"1-118-76778-0"]
[{"$nulls":4},"1-118-76813-2"]
[null,null,"Edizione",null,"[Sixth edition.]"]
[null,null,"Descrizione fisica",null,"1 online resource (1069 p.)"]
[null,null,"Classificazione",null,"TEC009020"]
[null,null,"Disciplina",null,"624.1/8341"]
[null,null,"Soggetti",null,"Reinforced concrete construction"]
[{"$nulls":4},"Buildings, Reinforced concrete"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Includes index."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references at the end of each chapters and index."]
[null,null,"Nota di contenuto",null,"Cover; Title Page; Copyright; Contents; Preface; Notation; Conversion Factors; Chapter 1 Introduction; 1.1 Structural Concrete; 1.2 Historical Background; 1.3 Advantages and Disadvantages of Reinforced Concrete; 1.4 Codes of Practice; 1.5 Design Philosophy and Concepts; 1.6 Units of Measurement; 1.7 Loads; 1.8 Safety Provisions; 1.9 Structural Concrete Elements; 1.10 Structural Concrete Design; 1.11 Accuracy of Calculations; 1.12 Concrete High-Rise Buildings; References; Chapter 2 Properties of Reinforced Concrete; 2.1 Factors Affecting Strength of Concrete; 2.1.1 Water-Cement Ratio"]
[{"$nulls":4},"2.1.2 Properties and Proportions of Concrete Constituents2.1.3 Method of Mixing and Curing; 2.1.4 Age of Concrete; 2.1.5 Loading Conditions; 2.1.6 Shape and Dimensions of Tested Specimen; 2.2 Compressive Strength; 2.3 Stress-Strain Curves of Concrete; 2.4 Tensile Strength of Concrete; 2.5 Flexural Strength (Modulus of Rupture) of Concrete; 2.6 Shear Strength; 2.7 Modulus of Elasticity of Concrete; 2.8 Poisson's Ratio; 2.9 Shear Modulus; 2.10 Modular Ratio; 2.11 Volume Changes of Concrete; 2.11.1 Shrinkage; 2.11.2 Expansion Due to Rise in Temperature; 2.12 Creep"]
[{"$nulls":4},"2.13 Models for Predicting Shrinkage and Creep of Concrete2.13.1 ACI 209R-92 Model; 2.13.2 B3 Model; 2.13.4 CEB 90 Model; 2.13.5 CEB MC 90-99 Model; 2.13.6 fib MC 2010 Model; 2.13.7 The AASHTO Model; 2.14 Unit Weight of Concrete; 2.15 Fire Resistance; 2.16 High-Performance Concrete; 2.17 Lightweight Concrete; 2.18 Fibrous "]
[{"$nulls":4},"Concrete; 2.19 Steel Reinforcement; 2.19.1 Types of Steel Reinforcement; 2.19.2 Grades and Strength; 2.19.3 Stress-Strain Curves; Summary; References; Problems; Chapter 3 Flexural Analysis of Reinforced Concrete Beams; 3.1 Introduction; 3.2 Assumptions"]
[{"$nulls":4},"3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure3.4 Types of Flexural Failure and Strain Limits; 3.4.1 Flexural Failure; 3.4.2 Strain Limits for Tension and Tension-Controlled Sections; 3.5 Load Factors; 3.6 Strength Reduction Factor Φ; 3.7 Significance of Analysis and Design Expressions; 3.8 Equivalent Compressive Stress Distribution; 3.9 Singly Reinforced Rectangular Section in Bending; 3.9.1 Balanced Section; 3.9.2 Upper Limit of Steel Percentage; 3.10 Lower Limit or Minimum Percentage of Steel; 3.11 Adequacy of Sections; 3.12 Bundled Bars"]
[{"$nulls":4},"3.13 Sections in the Transition Region (Φ < 0.9)3.14 Rectangular Sections with Compression Reinforcement; 3.14.1 When Compression Steel Yields; 3.14.2 When Compression Steel Does Not Yield; 3.15 Analysis of T- and I-Sections; 3.15.1 Description; 3.15.2 Effective Width; 3.15.3 T-Sections Behaving as Rectangular Sections; 3.16 Dimensions of Isolated T-Shaped Sections; 3.17 Inverted L-Shaped Sections; 3.18 Sections of Other Shapes; 3.19 Analysis of Sections Using Tables; 3.20 Additional Examples; 3.21 Examples Using SI Units; Summary; References; Problems"]
[{"$nulls":4},"Chapter 4 Flexural Design of Reinforced Concrete Beams"]
[null,null,null,"Sommario/riassunto","\"Text on concrete structural design and analysis. Newly updated to reflect the latest ACI 318-14 code, this edition emphasizes a conceptual understanding of the subject, and builds the student's body of knowledge by presenting design methods alongside relevant standards and code\"--"]