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Reinforced concrete beams, columns and frames [[electronic resource] ] : section and slender member analysis / / Jostein Hellesland ... [et al.]
| Reinforced concrete beams, columns and frames [[electronic resource] ] : section and slender member analysis / / Jostein Hellesland ... [et al.] |
| Autore | Hellesland Jostein |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (322 p.) |
| Disciplina |
624.1
624.1821 624.18341 |
| Altri autori (Persone) | HelleslandJostein |
| Collana | Civil engineering and geomechanics series |
| Soggetto topico |
Reinforced concrete construction
Structural engineering Concrete - Technological innovations |
| ISBN |
1-118-63536-1
1-299-24230-8 1-118-63540-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Contents; Preface; Chapter 1. Advanced Design at Ultimate Limit State (ULS); 1.1. Design at ULS - simplified analysis; 1.1.1. Simplified rectangular behavior - rectangular cross-section; 1.1.2. Simplified rectangular behavior - T-cross-section; 1.1.3. Comparison of design between serviceability limit state and ultimate limit state; 1.1.4. Biaxial bending of a rectangular cross-section; 1.2. ULS - extended analysis; 1.2.1. Bilinear constitutive law for concrete - rectangular cross-section; 1.2.2. Parabola-rectangle constitutive law for concrete - rectangular cross-section
1.2.3. T-cross-section - general resolution for bilinear or parabola- rectangle laws for concrete1.2.4. T-cross-section - general equations for composed bending with normal forces; 1.3. ULS - interaction diagram; 1.3.1. Theoretical formulation of the interaction diagram; 1.3.2. Approximation formulations; 1.3.3. Graphical results for general cross-sections; Chapter 2. Slender Compression Members - Mechanics and Design; 2.1. Introduction; 2.2. Analysis methods; 2.2.1. General; 2.2.2. Requirements to second-order analysis; 2.3. Member and system instability 2.3.1. Elastic critical load and effective (buckling) length2.3.2. System instability principles; 2.3.3. Concrete column instability - limit load; 2.4. First- and second-order load effects; 2.4.1. Global and local second-order effects; 2.4.2. Single members; 2.4.3. Frame mechanics - braced and bracing columns; 2.4.4. Moment equilibrium at joints; 2.5. Maximum moment formation; 2.5.1. Maximum first- and second-order moment at the same section; 2.5.2. Maximum first- and second-order moment at different sections; 2.5.3. Curvature-based maximum moment expression 2.5.4. Unbraced frame application example2.6. Local and global slenderness limits; 2.6.1. Local, lower slenderness limits - general; 2.6.2. EC2 - local lower slenderness limits; 2.6.3. NS-EC2 - Local lower slenderness limits; 2.6.4. Comparison of the EC2 and NS-EC2 limits; 2.6.5. Local upper slenderness limit; 2.6.6. Global lower slenderness limit; 2.7. Effect of creep deformations; 2.7.1. General; 2.7.2. Effects on load and deformation capacity; 2.7.3. Approximate calculation of creep effects; 2.8. Geometric imperfections; 2.8.1. Imperfection inclination 2.8.2. Stiffening structural elements2.8.3. Stiffened and isolated structural elements; 2.9. Elastic analysis methods; 2.9.1. Principles, equilibrium and compatibility; 2.9.2. Equilibrium and compatibility at multiple sections; 2.9.3. Optimization; 2.10. Practical linear elastic analysis; 2.10.1. Stiffness assumptions; 2.10.2. EC2 approach; 2.10.3. ACI 318 approach; 2.11. Simplified analysis and design methods; 2.11.1. General; 2.11.2. Simplified second-order analysis; 2.11.3. Method based on nominal stiffness; 2.11.4. Method based on nominal curvature; 2.12. ULS design 2.12.1. Simplified design methods |
| Record Nr. | UNINA-9910141599203321 |
Hellesland Jostein
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Reinforced concrete beams, columns and frames [[electronic resource] ] : section and slender member analysis / / Jostein Hellesland ... [et al.]
| Reinforced concrete beams, columns and frames [[electronic resource] ] : section and slender member analysis / / Jostein Hellesland ... [et al.] |
| Autore | Hellesland Jostein |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (322 p.) |
| Disciplina |
624.1
624.1821 624.18341 |
| Altri autori (Persone) | HelleslandJostein |
| Collana | Civil engineering and geomechanics series |
| Soggetto topico |
Reinforced concrete construction
Structural engineering Concrete - Technological innovations |
| ISBN |
1-118-63536-1
1-299-24230-8 1-118-63540-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Contents; Preface; Chapter 1. Advanced Design at Ultimate Limit State (ULS); 1.1. Design at ULS - simplified analysis; 1.1.1. Simplified rectangular behavior - rectangular cross-section; 1.1.2. Simplified rectangular behavior - T-cross-section; 1.1.3. Comparison of design between serviceability limit state and ultimate limit state; 1.1.4. Biaxial bending of a rectangular cross-section; 1.2. ULS - extended analysis; 1.2.1. Bilinear constitutive law for concrete - rectangular cross-section; 1.2.2. Parabola-rectangle constitutive law for concrete - rectangular cross-section
1.2.3. T-cross-section - general resolution for bilinear or parabola- rectangle laws for concrete1.2.4. T-cross-section - general equations for composed bending with normal forces; 1.3. ULS - interaction diagram; 1.3.1. Theoretical formulation of the interaction diagram; 1.3.2. Approximation formulations; 1.3.3. Graphical results for general cross-sections; Chapter 2. Slender Compression Members - Mechanics and Design; 2.1. Introduction; 2.2. Analysis methods; 2.2.1. General; 2.2.2. Requirements to second-order analysis; 2.3. Member and system instability 2.3.1. Elastic critical load and effective (buckling) length2.3.2. System instability principles; 2.3.3. Concrete column instability - limit load; 2.4. First- and second-order load effects; 2.4.1. Global and local second-order effects; 2.4.2. Single members; 2.4.3. Frame mechanics - braced and bracing columns; 2.4.4. Moment equilibrium at joints; 2.5. Maximum moment formation; 2.5.1. Maximum first- and second-order moment at the same section; 2.5.2. Maximum first- and second-order moment at different sections; 2.5.3. Curvature-based maximum moment expression 2.5.4. Unbraced frame application example2.6. Local and global slenderness limits; 2.6.1. Local, lower slenderness limits - general; 2.6.2. EC2 - local lower slenderness limits; 2.6.3. NS-EC2 - Local lower slenderness limits; 2.6.4. Comparison of the EC2 and NS-EC2 limits; 2.6.5. Local upper slenderness limit; 2.6.6. Global lower slenderness limit; 2.7. Effect of creep deformations; 2.7.1. General; 2.7.2. Effects on load and deformation capacity; 2.7.3. Approximate calculation of creep effects; 2.8. Geometric imperfections; 2.8.1. Imperfection inclination 2.8.2. Stiffening structural elements2.8.3. Stiffened and isolated structural elements; 2.9. Elastic analysis methods; 2.9.1. Principles, equilibrium and compatibility; 2.9.2. Equilibrium and compatibility at multiple sections; 2.9.3. Optimization; 2.10. Practical linear elastic analysis; 2.10.1. Stiffness assumptions; 2.10.2. EC2 approach; 2.10.3. ACI 318 approach; 2.11. Simplified analysis and design methods; 2.11.1. General; 2.11.2. Simplified second-order analysis; 2.11.3. Method based on nominal stiffness; 2.11.4. Method based on nominal curvature; 2.12. ULS design 2.12.1. Simplified design methods |
| Record Nr. | UNINA-9910821113903321 |
|
Hellesland Jostein
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||