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1. |
Record Nr. |
UNINA9910132004203321 |
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Autore |
La Penna Antonio <1925-> |
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Titolo |
Aforismi e autoschediasmi [[electronic resource] ] : riflessioni sparse su cultura e politica degli ultimi cinquant'anni (1958-2004) / / Antonio La Penna ; presentazione di Massimo Mugnai |
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Pubbl/distr/stampa |
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Firenze, : Società editrice fiorentina, 2005 |
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ISBN |
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Descrizione fisica |
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Collana |
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Biblioteca di letteratura ; ; 5 |
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Disciplina |
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Soggetti |
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Languages & Literatures |
Literature - General |
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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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Collected writings and aphorisms, mostly already publ. |
Contains appendices (pp. 283-294) and name index. |
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Nota di bibliografia |
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Contains appendices (pp. 283-294) and name index. |
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Nota di contenuto |
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(http://www.ilibri.casalini.it/toc/05050634.pdf) |
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2. |
Record Nr. |
UNISA996215653603316 |
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Autore |
Silva Luis Simões da |
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Titolo |
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
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Pubbl/distr/stampa |
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Berlin, Germany : , : ECCS - European Convention for Constructional Steelwork, , 2013 |
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©2013 |
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ISBN |
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3-433-60768-0 |
3-433-60425-8 |
3-433-60422-3 |
3-433-60424-X |
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Descrizione fisica |
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1 online resource (456 p.) |
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Altri autori (Persone) |
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SimõesRui |
GervásioHelena |
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Disciplina |
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Soggetti |
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Steel, Structural - Standards - Europe |
Building, Iron and steel - Standards - Europe |
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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. |
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Nota di contenuto |
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Cover; Title Page; Table of Contents; Foreword; Preface; Chapter 1: INTRODUCTION; 1.1. General Observations; 1.2. Codes of Practice and Normalization; 1.2.1. Introduction; 1.2.2. Eurocode 3; 1.2.3. Other standards; 1.3. Basis of Design; 1.3.1. Basic concepts; 1.3.2. Reliability management; 1.3.3. Basic variables; 1.3.3.1. Introduction; 1.3.3.2. Actions and environmental influences; 1.3.3.3. Material properties; 1.3.3.4. Geometrical data; 1.3.4. Ultimate limit states; 1.3.5. Serviceability limit states; 1.3.6. Durability; 1.3.7. Sustainability; 1.4. Materials; 1.4.1. Material specification |
1.4.2. Mechanical properties1.4.3. Toughness and through thickness properties; 1.4.4. Fatigue properties; 1.4.5. Corrosion resistance; 1.5. Geometric Characteristics and Tolerances; Chapter 2: STRUCTURAL ANALYSIS; 2.1. Introduction; 2.2. Structural Modelling; 2.2.1. Introduction; 2.2.2. Choice of member axis; 2.2.3. Influence of eccentricities and supports; 2.2.4. Non-prismatic members and |
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members with curved axis; 2.2.5. Influence of joints; 2.2.6. Combining beam elements together with two and three dimensional elements; 2.2.7. Worked examples; 2.3. Global Analysis of Steel Structures |
2.3.1. Introduction2.3.2. Structural stability of frames; 2.3.2.1. Introduction; 2.3.2.2. Elastic critical load; 2.3.2.3. 2nd order analysis; 2.3.3. Imperfections; 2.3.4. Worked example; 2.4. Classification of Cross Sections; Chapter 3: DESIGN OF MEMBERS; 3.1. Introduction; 3.1.1. General; 3.1.2. Resistance of cross sections; 3.1.2.1. General criteria; 3.1.2.2. Section properties; 3.1.3. Buckling resistance of members; 3.2. Tension; 3.2.1. Behaviour in tension; 3.2.2. Design for tensile force; 3.2.3. Worked examples; 3.3. Laterally Restrained Beams; 3.3.1. Introduction |
3.3.2. Design for bending3.3.2.1. Elastic and plastic bending moment resistance; 3.3.2.2. Uniaxial bending; 3.3.2.3. Bi-axial bending; 3.3.2.4. Net area in bending; 3.3.3. Design for shear; 3.3.4. Design for combined shear and bending; 3.3.5. Worked examples; 3.4. Torsion; 3.4.1. Theoretical background; 3.4.1.1. Introduction; 3.4.1.2. Uniform torsion; 3.4.1.3. Non-uniform torsion; 3.4.1.4. Cross section resistance in torsion; 3.4.2. Design for torsion; 3.4.3. Worked examples; 3.5. Compression; 3.5.1. Theoretical background; 3.5.1.1. Introduction; 3.5.1.2. Elastic critical load |
3.5.1.3. Effect of imperfections and plasticity3.5.2. Design for compression; 3.5.3. Worked examples; 3.6. Laterally Unrestrained Beams; 3.6.1. Introduction; 3.6.2. Lateral-torsional buckling; 3.6.2.1. Introduction; 3.6.2.2. Elastic critical moment; 3.6.2.3. Effect of imperfections and plasticity; 3.6.3. Lateral-torsional buckling resistance; 3.6.4. Worked examples; 3.7. Beam-Columns; 3.7.1. Introduction; 3.7.2. Cross section resistance; 3.7.2.1. Theoretical background; 3.7.2.2. Design resistance; 3.7.3. Buckling resistance; 3.7.3.1. Theoretical background; 3.7.3.2. Design resistance |
3.7.4. Worked examples |
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Sommario/riassunto |
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Vi har inte fått in någon beskrivning av boken från förlaget. Kolla gärna upp förlagets (Wilhelm Ernst & Sohn Verlag fur Architektur und technische Wissenschaften) hemsida, där det kan finnas mer information. |
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3. |
Record Nr. |
UNICASCFI0050917 |
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Autore |
Franchetti Pardo, Vittorio |
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Titolo |
Arezzo / Vittorio Franchetti Pardo |
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Pubbl/distr/stampa |
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Roma \ecc.!, : Laterza, 1986 |
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ISBN |
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Descrizione fisica |
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197 p. : ill. ; 24x25 cm. |
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Soggetti |
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Arezzo - Sistemazione urbanistica - Storia |
Arezzo - Topografia storica |
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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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