Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
Pubbl/distr/stampa | London, : ISTE |
Descrizione fisica | 1 online resource (390 p.) |
Disciplina |
624.1/762
624.1834 |
Altri autori (Persone) |
MazarsJacky
MillardAlain |
Collana | ISTE |
Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
Soggetto genere / forma | Electronic books. |
ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
Record Nr. | UNINA-9910139523203321 |
London, : ISTE | ||
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Lo trovi qui: Univ. Federico II | ||
|
Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
Pubbl/distr/stampa | London, : ISTE |
Descrizione fisica | 1 online resource (390 p.) |
Disciplina |
624.1/762
624.1834 |
Altri autori (Persone) |
MazarsJacky
MillardAlain |
Collana | ISTE |
Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
Record Nr. | UNINA-9910830464503321 |
London, : ISTE | ||
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Lo trovi qui: Univ. Federico II | ||
|
Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
Pubbl/distr/stampa | London, : ISTE |
Descrizione fisica | 1 online resource (390 p.) |
Disciplina |
624.1/762
624.1834 |
Altri autori (Persone) |
MazarsJacky
MillardAlain |
Collana | ISTE |
Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
Record Nr. | UNINA-9910840776603321 |
London, : ISTE | ||
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Lo trovi qui: Univ. Federico II | ||
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The Loma Prieta, California, Earthquake of October 17, 1989 : highway systems / / by Mark Yashinsky; prepared in cooperation with the National Science Foundation |
Autore | Yashinsky Mark |
Pubbl/distr/stampa | Washington : , : Department of the Interior, U.S. Geological Survey, , 1998 |
Descrizione fisica | 1 online resource (iv, 191 pages) : illustrations, maps |
Collana |
U.S. Geological Survey professional paper
Performance of the built environment |
Soggetto topico |
Loma Prieta Earthquake, Calif., 1989
Earthquakes - California - Loma Prieta Transportation, Automotive - California - Loma Prieta Buildings, Reinforced concrete - Earthquake effects - California - Loma Prieta Buildings, Reinforced concrete - Earthquake effects Earthquakes Transportation, Automotive |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Altri titoli varianti | Loma Prieta, California, Earthquake of October 17, 1989 |
Record Nr. | UNINA-9910709708803321 |
Yashinsky Mark
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Washington : , : Department of the Interior, U.S. Geological Survey, , 1998 | ||
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Lo trovi qui: Univ. Federico II | ||
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Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]] |
Autore | Paulay T. <1923-2009.> |
Pubbl/distr/stampa | New York, : Wiley, c1992 |
Descrizione fisica | 1 online resource (xxiii, 744 p. ) : ill., map ; |
Disciplina | 624.1/762 |
Altri autori (Persone) | PriestleyM. J. N |
Soggetto topico |
Earthquake resistant design
Reinforced concrete construction Buildings, Reinforced concrete - Earthquake effects Masonry Earthquake resistant design - Earthquake effects Buildings, Reinforced concrete Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
Soggetto genere / forma | Electronic books |
ISBN | 0-470-17284-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction : concepts of seismic design -- 2. Causes and effects of earthquakes : seismicity -> structural response -> seismic action -- 3. Principles of member design -- 4. Reinforced concrete ductile frames -- 5. Structural walls -- 6. Dual systems -- 7. Masonry structures -- 8. Reinforced concrete buildings with restricted ductility -- 9. Foundation structures -- Appendices: -- A. Approximate elastic analysis of frames subjected to lateral forces -- B. Modified Mercalli intensity scale. |
Record Nr. | UNISA-996206406603316 |
Paulay T. <1923-2009.>
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||
New York, : Wiley, c1992 | ||
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Lo trovi qui: Univ. di Salerno | ||
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Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]] |
Autore | Paulay T. <1923-2009.> |
Pubbl/distr/stampa | New York, : Wiley, c1992 |
Descrizione fisica | 1 online resource (xxiii, 744 p. ) : ill., map ; |
Disciplina | 624.1/762 |
Altri autori (Persone) | PriestleyM. J. N |
Soggetto topico |
Earthquake resistant design
Reinforced concrete construction Buildings, Reinforced concrete - Earthquake effects Masonry Earthquake resistant design - Earthquake effects Buildings, Reinforced concrete Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
Soggetto genere / forma | Electronic books |
ISBN | 0-470-17284-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction : concepts of seismic design -- 2. Causes and effects of earthquakes : seismicity -> structural response -> seismic action -- 3. Principles of member design -- 4. Reinforced concrete ductile frames -- 5. Structural walls -- 6. Dual systems -- 7. Masonry structures -- 8. Reinforced concrete buildings with restricted ductility -- 9. Foundation structures -- Appendices: -- A. Approximate elastic analysis of frames subjected to lateral forces -- B. Modified Mercalli intensity scale. |
Record Nr. | UNINA-9910139418503321 |
Paulay T. <1923-2009.>
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New York, : Wiley, c1992 | ||
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Lo trovi qui: Univ. Federico II | ||
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Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]] |
Autore | Paulay T. <1923-2009.> |
Pubbl/distr/stampa | New York, : Wiley, c1992 |
Descrizione fisica | 1 online resource (xxiii, 744 p. ) : ill., map ; |
Disciplina | 624.1/762 |
Altri autori (Persone) | PriestleyM. J. N |
Soggetto topico |
Earthquake resistant design
Reinforced concrete construction Buildings, Reinforced concrete - Earthquake effects Masonry Earthquake resistant design - Earthquake effects Buildings, Reinforced concrete Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
ISBN | 0-470-17284-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction : concepts of seismic design -- 2. Causes and effects of earthquakes : seismicity -> structural response -> seismic action -- 3. Principles of member design -- 4. Reinforced concrete ductile frames -- 5. Structural walls -- 6. Dual systems -- 7. Masonry structures -- 8. Reinforced concrete buildings with restricted ductility -- 9. Foundation structures -- Appendices: -- A. Approximate elastic analysis of frames subjected to lateral forces -- B. Modified Mercalli intensity scale. |
Record Nr. | UNINA-9910830407503321 |
Paulay T. <1923-2009.>
![]() |
||
New York, : Wiley, c1992 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
|
Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]] |
Autore | Paulay T. <1923-2009.> |
Pubbl/distr/stampa | New York, : Wiley, c1992 |
Descrizione fisica | 1 online resource (xxiii, 744 p. ) : ill., map ; |
Disciplina | 624.1/762 |
Altri autori (Persone) | PriestleyM. J. N |
Soggetto topico |
Earthquake resistant design
Reinforced concrete construction Buildings, Reinforced concrete - Earthquake effects Masonry Earthquake resistant design - Earthquake effects Buildings, Reinforced concrete Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
ISBN | 0-470-17284-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction : concepts of seismic design -- 2. Causes and effects of earthquakes : seismicity -> structural response -> seismic action -- 3. Principles of member design -- 4. Reinforced concrete ductile frames -- 5. Structural walls -- 6. Dual systems -- 7. Masonry structures -- 8. Reinforced concrete buildings with restricted ductility -- 9. Foundation structures -- Appendices: -- A. Approximate elastic analysis of frames subjected to lateral forces -- B. Modified Mercalli intensity scale. |
Record Nr. | UNINA-9910840829203321 |
Paulay T. <1923-2009.>
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New York, : Wiley, c1992 | ||
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Lo trovi qui: Univ. Federico II | ||
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Seismic Vulnerability Assessment and Retrofitting Strategies for Masonry Infilled Frame Building / / Andre Filipe Furtado |
Autore | Furtado Andre Filipe |
Edizione | [First edition.] |
Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2023] |
Descrizione fisica | 1 online resource (365 pages) |
Disciplina | 624.1762 |
Collana | Springer Theses Series |
Soggetto topico |
Buildings, Reinforced concrete - Earthquake effects
Earthquake resistant design |
ISBN |
9783031203725
9783031203718 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Out-of-plane behaviour of masonry infill walls experimental tests: a systematic review -- Strengthening strategies to improve the seismic behaviour of infill masonry walls -- Experimental characterization of the as-built masonry infill components’ properties. |
Record Nr. | UNINA-9910720058003321 |
Furtado Andre Filipe
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Cham, Switzerland : , : Springer, , [2023] | ||
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Lo trovi qui: Univ. Federico II | ||
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