Design of steel structures . Part 1-1 General rules and rules for buildings : Eurocode 3 : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
Autore | Silva Luis Simões da |
Edizione | [First edition.] |
Pubbl/distr/stampa | Berlin, [Germany] : , : European Convention for Constructional Steelwork : , : Ernst & Sohn, , 2010 |
Descrizione fisica | 1 online resource (456 p.) |
Disciplina | 624.1821 |
Collana | ECCS Eurocode Design Manuals |
Soggetto topico |
Building, Iron and steel - Standards - Europe
Steel, Structural - Standards - Europe |
ISBN |
1-283-43208-0
9786613432087 1-62198-006-5 3-433-60109-7 3-433-60113-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Title Page; 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 properties
1.4.3. toughness and through thickness properties1.4.4. 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 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. Introduction 2.3.2. structural stability of frames2.3.2.1. 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 bending 3.3.2.1. elastic and plastic bending moment resistance3.3.2.2. 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 example; 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 |
Record Nr. | UNISA-996217899603316 |
Silva Luis Simões da | ||
Berlin, [Germany] : , : European Convention for Constructional Steelwork : , : Ernst & Sohn, , 2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
Autore | Silva Luis Simões da |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 |
Descrizione fisica | 1 online resource (516 p.) |
Disciplina | 624.1821 |
Soggetto topico |
Building, Iron and steel
Steel, Structural |
Soggetto genere / forma | Electronic books. |
ISBN |
3-433-03165-7
3-433-60767-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Series Page; Title Page; Copyright; TABLE OF CONTENTS; FOREWORD; PREFACE 2nd EDITION; PREFACE 1st EDITION; 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. Sustainability1.4. MATERIALS; 1.4.1. Material specification; 1.4.2. Mechanical properties; 1.4.3. 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 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 examples2.3. GLOBAL ANALYSIS OF STEEL STRUCTURES; 2.3.1. Introduction; 2.3.2. 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 BEAMS3.3.1. Introduction; 3.3.2. Design for bending; 3.3.2.1. 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. Introduction3.5.1.2. Elastic critical load; 3.5.1.3. Effect of imperfections and plasticity; 3.5.2. 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. Classification of cross sections under bending and axial force; 3.7.3. Cross section resistance; 3.7.3.1. Theoretical background 3.7.3.2. Design resistance |
Record Nr. | UNINA-9910166633903321 |
Silva Luis Simões da | ||
Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
Autore | Silva Luis Simões da |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 |
Descrizione fisica | 1 online resource (516 p.) |
Disciplina | 624.1821 |
Soggetto topico |
Building, Iron and steel
Steel, Structural |
ISBN |
3-433-03165-7
3-433-60767-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Series Page; Title Page; Copyright; TABLE OF CONTENTS; FOREWORD; PREFACE 2nd EDITION; PREFACE 1st EDITION; 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. Sustainability1.4. MATERIALS; 1.4.1. Material specification; 1.4.2. Mechanical properties; 1.4.3. 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 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 examples2.3. GLOBAL ANALYSIS OF STEEL STRUCTURES; 2.3.1. Introduction; 2.3.2. 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 BEAMS3.3.1. Introduction; 3.3.2. Design for bending; 3.3.2.1. 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. Introduction3.5.1.2. Elastic critical load; 3.5.1.3. Effect of imperfections and plasticity; 3.5.2. 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. Classification of cross sections under bending and axial force; 3.7.3. Cross section resistance; 3.7.3.1. Theoretical background 3.7.3.2. Design resistance |
Record Nr. | UNINA-9910830092203321 |
Silva Luis Simões da | ||
Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Design of Steel Structures to Eurocodes [[electronic resource] /] / by Ioannis Vayas, John Ermopoulos, George Ioannidis |
Autore | Vayas Ioannis |
Edizione | [1st ed. 2019.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 |
Descrizione fisica | 1 online resource (XXXIII, 595 p. 358 illus., 180 illus. in color.) |
Disciplina | 624.1821 |
Collana | Springer Tracts in Civil Engineering |
Soggetto topico |
Light construction
Steel construction Lightweight construction Mechanics Mechanics, Applied Structural materials Buildings—Design and construction Building Construction Engineering, Architectural Light Construction, Steel Construction, Timber Construction Solid Mechanics Structural Materials Building Construction and Design |
ISBN | 3-319-95474-1 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Basis of design -- Models and methods of analysis -- Cross-section design -- Member design -- Design of connections and joints -- Single storey buildings -- Multi storey buildings -- Fabrication and erection -- Design Examples. |
Record Nr. | UNINA-9910337466703321 |
Vayas Ioannis | ||
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Designers' guide to EN 1994-1-1 : Eurocode 4 : Design of composite steel and concrete structures / R.P. Johnson, D. Anderson |
Descrizione fisica | London : Telford. |
Disciplina | 624.1821 |
Collana | Designers' guides to the Eurocodes |
Soggetto topico | Strutture - Progettazione |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISANNIO-UFE0663952 |
Materiale a stampa | ||
Lo trovi qui: Univ. del Sannio | ||
|
Designers' guide to eurocode 4 : design of composite steel and concrete structures EN1994-1-1 / Roger P. Johnson |
Autore | Johnson, Roger Paul |
Edizione | [2. ed] |
Pubbl/distr/stampa | London, : ICE Publishing, : Thomas Telford, 2012 |
Descrizione fisica | IX, 257 p. ; 31 cm |
Disciplina |
624.1
624.1821 |
Collana | Designers' guides to the Eurocodes |
Soggetto topico | Strutture in acciaio - Progettazione - Norme europee |
ISBN | 9780727741738 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISANNIO-NAP0538642 |
Johnson, Roger Paul | ||
London, : ICE Publishing, : Thomas Telford, 2012 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. del Sannio | ||
|
Designers’ guide to EN 1993-1-1 : eurocode 3 : design of steel structures : general rules and rules for buildings / L. Gardner and D.A. Nethercot |
Autore | Gardner, Leroy |
Pubbl/distr/stampa | Londra, : Thomas Telford, 2005 |
Descrizione fisica | X, 165 p. : ill. ; 31 cm |
Disciplina | 624.1821 |
Altri autori (Persone) | Nethercot, D.A. |
Collana | Designers' guides to the Eurocodes |
Soggetto topico | Strutture in acciaio-calcestruzzo |
ISBN | 0727731637 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISANNIO-UFE0663957 |
Gardner, Leroy | ||
Londra, : Thomas Telford, 2005 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. del Sannio | ||
|
Dimensionamento di colonne in profilati cavi di acciaio riempiti di calcestruzzo |
Descrizione fisica | volumi : ill. ; 29 cm |
Disciplina | 624.1821 |
Soggetto topico | Profilati leggeri in acciaio -- Calcolo -- Tabelle |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISA-996221645303316 |
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Ductile design of steel structures / Michel Bruneau, Chia-Ming Uang, Andrew Whittaker |
Autore | BRUNEAU, Michel |
Pubbl/distr/stampa | New York : McGraw-Hill, 1998 |
Descrizione fisica | XIII, 485 p. ; 24 cm |
Disciplina | 624.1821 |
Altri autori (Persone) |
UANG, Chia-Ming
WHITTAKER, Andrew |
Soggetto topico | Strutture in acciaio - Progettazione |
ISBN | 0-07-008580-3 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISA-990000088720203316 |
BRUNEAU, Michel | ||
New York : McGraw-Hill, 1998 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Ductile design of steel structures / Michel Bruneau, Chia-Ming Uang, Andrew Whittaker |
Autore | Bruneau, Michel <1959- > |
Pubbl/distr/stampa | Boston [etc.], : McGraw-Hill, c1998 |
Descrizione fisica | XIII, 485 p. : ill. ; 24 cm |
Disciplina |
624.1
624.1821 |
Altri autori (Persone) |
Whittaker, Andrew Uang, Chia-Ming |
Soggetto topico | Strutture in acciaio |
ISBN | 0070085803 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISANNIO-UFE0243235 |
Bruneau, Michel <1959- > | ||
Boston [etc.], : McGraw-Hill, c1998 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. del Sannio | ||
|