Random vibration / Christian Lalanne |
Autore | Lalanne, Christian |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Hoboken, N.J. : John Wiley & Sons Inc. |
Descrizione fisica | XXII, 569, [31] p. : ill. ; 24 cm |
Disciplina | 624.1 |
Soggetto non controllato | Vibrazioni - Meccanica |
ISBN | 978-1-84821-124-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-990009314200403321 |
Lalanne, Christian | ||
Hoboken, N.J. : John Wiley & Sons Inc. | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Realizzazione e collaudo delle strutture in cemento armato : normative, materiali, processo produttivo e controllo di qualità / Gaetano Miti |
Autore | Miti, Gaetano |
Edizione | [1. ed.] |
Pubbl/distr/stampa | Roma : Carocci, 1998 |
Descrizione fisica | 472 p. ; 24 cm |
Disciplina | 624.1 |
Soggetto non controllato | Scienza e Tecnica delle Costruzioni |
ISBN | 88-430-1130-8 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNINA-990000430020403321 |
Miti, Gaetano | ||
Roma : Carocci, 1998 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Recent advances in earthquake geotechnical engineering and microzonation / edited by Atilla Ansal |
Pubbl/distr/stampa | Dordrecht, : Springer, ©2004 |
Descrizione fisica | XIII, 354 p. : ill. ; 24 cm |
Disciplina | 624.1 |
Collana | Geotechnical, geological and earthquake engineering |
Soggetto topico | Geotecnica |
ISBN | 1402018274 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISANNIO-TSA0961663 |
Dordrecht, : Springer, ©2004 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. del Sannio | ||
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Recent advances in layered materials and structures / / Sarmila Sahoo, editor |
Pubbl/distr/stampa | Singapore : , : Springer, , [2021] |
Descrizione fisica | 1 online resource (438 pages) |
Disciplina | 624.1 |
Collana | Materials horizons |
Soggetto topico | Structural engineering |
ISBN | 981-334-550-0 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910483202703321 |
Singapore : , : Springer, , [2021] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Recent developments in geotextile filters and prefabricated drainage geocomposites |
Pubbl/distr/stampa | [Place of publication not identified], : ASTM, 1996 |
Disciplina | 624.1 |
Collana | STP Recent developments in geotextile filters and prefabricated drainage geocomposites |
Soggetto topico |
Geosynthetics
Filters and filtration Drainage Road drainage Chemical & Materials Engineering Engineering & Applied Sciences Materials Science |
ISBN | 0-8031-5335-X |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910164306203321 |
[Place of publication not identified], : ASTM, 1996 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Recent developments in sustainable infrastructure (ICRDSI-2020) - structure and construction management . Volume 1 : conference proceedings from ICRDSI-2020 / / B. B. Das, Christy P. Gomez and Benu G. Mohapatra, editors |
Pubbl/distr/stampa | Singapore : , : Springer, , [2022] |
Descrizione fisica | 1 online resource (820 pages) |
Disciplina | 624.1 |
Collana | Lecture notes in civil engineering |
Soggetto topico |
Structural engineering
Sustainable architecture |
ISBN |
981-16-8432-4
981-16-8433-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910743217103321 |
Singapore : , : Springer, , [2022] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Recent earthquakes in Iran & Japan : proceedings of the first Iran-Japan May 16- 18, 1998 Tehran, Islamic Republic of Iran / editors M. Ghafory-Ashtiany, S. Takada |
Pubbl/distr/stampa | Theran : International Institute of Earthquake Engineering and Seismology (IIEES), 1998 |
Descrizione fisica | 367 p. : ill. ; 24 cm |
Disciplina | 624.1 |
Soggetto non controllato | Scienza e tecnica delle costruzioni |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-990000429990403321 |
Theran : International Institute of Earthquake Engineering and Seismology (IIEES), 1998 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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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 | ||
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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 | ||
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Reinforced concrete design / Kenneth M. Leet |
Autore | Leet, Kenneth M. |
Pubbl/distr/stampa | Boston, : McGraw-Hill, c1997 |
Descrizione fisica | xiv, 546 p. : ill. ; 25 cm. |
Disciplina | 624.1 |
ISBN | 0070371008 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNICAS-RML0281451 |
Leet, Kenneth M. | ||
Boston, : McGraw-Hill, c1997 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Cassino | ||
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