Chile earthquake of 2010 lifeline performance [[electronic resource] /] / prepared by Earthquake Investigation Committee of the Technical Council of Lifeline Earthquake Engineering ; edited by Alex K. Tang, John M. Eidinger ; sponsored by Technical Council on Lifeline Earthquake Engineering |
Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2013 |
Descrizione fisica | 1 online resource (425 p.) |
Disciplina | 624.1/762 |
Altri autori (Persone) |
TangAlex
EidingerJohn M |
Collana | Monograph |
Soggetto topico |
Lifeline earthquake engineering - Chile - Evaluation
Earthquake damage - Chile Chile Earthquake, Chile, 2010 (February 27) |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7784-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Preface""; ""Contributors""; ""Acknowledgements""; ""Acknowledgment of Local Support""; ""1. INTRODUCTION""; ""1.1 Geotechnical Aspects""; ""1.2 Lifelines""; ""1.3 Organization""; ""2. SEISMOLOGY AND GEOTECHNICAL CONSIDERATIONS""; ""2.1 Geologic Aspects""; ""2.2 Geotechnical Engineering Aspects""; ""2.3 Discussion and Recommendations""; ""2.4 Acknowledgements""; ""2.5 References""; ""3. TRANSPORTATION SYSTEMS""; ""3.1 Description of the System""; ""3.2 Overiew of System Performance""; ""3.3 Performance of Highways and Bridges""; ""3.4 Railways""
""3.5 Observations and Recommendations""""3.6 Acknowledgements""; ""3.7 References""; ""4. PORTS""; ""4.1 Overview of Ports Performance""; ""4.2 Coronel""; ""4.3 Port of San Vincente""; ""4.4 Port of Lirquen""; ""4.5 Port of Talcahuano""; ""4.6 Navy Port at Molo""; ""4.7 Abastible Pier and Other Independent Offshore Piers in the Concepcion Area""; ""4.8 Major Observations and Recommendations""; ""4.9 Acknowledgements""; ""5. GAS AND LIQUID FUEL""; ""5.1 Description of System""; ""5.2 Refinery Performance""; ""5.3 Crude Oil Pipeline System Performance"" ""5.4 Liquid Petroleum Gas (LPG) Plant Performance""""5.5 Gas Fuel System Performance""; ""5.6 Major Observations and Recommendations""; ""5.7 Acknowledgments""; ""6. ELECTRIC POWER SYSTEMS""; ""6.1 System Description""; ""6.2 System Characteristics and Response""; ""6.3 Generating Systems""; ""6.4 Transmission System""; ""6.5 Distribution System""; ""6.6 Transmission and Distribution Lines""; ""6.7 Conclusions and Observations""; ""6.8 Acknowledgements""; ""6.9 References""; ""7. TELECOMMUNICATION SYSTEMS""; ""7.1 Description of the System""; ""7.2 Overview of System Performance"" ""7.3 Cellular Networks""""7.4 Landline Network Including Transmission and Distribution""; ""7.5 General Observations""; ""7.6 Major Observations and Recommendations""; ""7.7 Acknowledgements""; ""8. WATER AND WASTEWATER SYSTEM""; ""8.1 Description of System""; ""8.2 Overview of System Performance""; ""8.3 Damage Sites""; ""8.4 Major Observations and Recommendations""; ""8.5 Acknowledgments""; ""8.6 References""; ""9. AIRPORTS""; ""9.1 Description of Airports""; ""9.2 Overview of System Performance""; ""9.3 Santiago Internatioanl Airport (SCL)"" ""9.4 Concepción International Airport (CCP)""""9.5 Los Angeles Airport (LSQ)""; ""9.6 Observations and Recommendations""; ""9.7 Acknowledgments""; ""10. INFRASTRUCTURE INTERDEPENDENCIES AND RESILIENCE""; ""10.1 Phases of Lifeline System Interdependence""; ""10.2 Lifeline System Restoration Performance""; ""10.3 Quantitative Lifeline Interdependence Analysis""; ""10.4 Research and Practical Challenges""; ""10.5 Conclusions and Recommendations""; ""10.6 Acknowledgements""; ""10.7 References""; ""10.8 Appendix A""; ""11. EMERGENCY RESPONSE, RECOVERY, AND SOCIAL IMPACT"" ""11.1 Earthquake Culture"" |
Record Nr. | UNINA-9910462679503321 |
Reston, Va., : American Society of Civil Engineers, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design of seismic isolated structures : : from theory to practice / Farzard Naeim, James M. Kelly |
Autore | Naeim Farzad |
Pubbl/distr/stampa | New York : , : John Wiley, , 1999 |
Descrizione fisica | 1 recurso en línea |
Disciplina | 624.1/762 |
Soggetto topico |
Diseño antisísmico
Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
ISBN | 0-470-17274-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910677928403321 |
Naeim Farzad
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New York : , : John Wiley, , 1999 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design of seismic isolated structures : from theory to practice |
Autore | Naeim Farzad |
Pubbl/distr/stampa | [Place of publication not identified], : John Wiley, 1999 |
Disciplina | 624.1/762 |
Soggetto topico |
Earthquake resistant design
Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
ISBN | 0-470-17274-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910144589103321 |
Naeim Farzad
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[Place of publication not identified], : John Wiley, 1999 | ||
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Lo trovi qui: Univ. Federico II | ||
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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 | ||
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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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Earthquake engineering : application to design / / Charles K. Erdey [[electronic resource]] |
Autore | Erdey Charles K. <1931-> |
Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, c2007 |
Descrizione fisica | 1 online resource (xvii, 428 p. ) : ill. ; |
Disciplina | 624.1/762 |
Soggetto topico |
Earthquake engineering
Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
Soggetto genere / forma | Electronic books |
ISBN |
0-470-29756-5
0-470-16804-8 1-60119-838-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910144592703321 |
Erdey Charles K. <1931->
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Hoboken, N.J., : John Wiley & Sons, c2007 | ||
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Lo trovi qui: Univ. Federico II | ||
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Earthquake engineering : application to design / / Charles K. Erdey [[electronic resource]] |
Autore | Erdey Charles K. <1931-> |
Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, c2007 |
Descrizione fisica | 1 online resource (xvii, 428 p. ) : ill. ; |
Disciplina | 624.1/762 |
Soggetto topico |
Earthquake engineering
Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-29756-5
0-470-16804-8 1-60119-838-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910830813703321 |
Erdey Charles K. <1931->
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Hoboken, N.J., : John Wiley & Sons, c2007 | ||
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Lo trovi qui: Univ. Federico II | ||
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Earthquake engineering : application to design / / Charles K. Erdey [[electronic resource]] |
Autore | Erdey Charles K. <1931-> |
Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, c2007 |
Descrizione fisica | 1 online resource (xvii, 428 p. ) : ill. ; |
Disciplina | 624.1/762 |
Soggetto topico |
Earthquake engineering
Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-29756-5
0-470-16804-8 1-60119-838-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910841324403321 |
Erdey Charles K. <1931->
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Hoboken, N.J., : John Wiley & Sons, c2007 | ||
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Lo trovi qui: Univ. Federico II | ||
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Earthquake engineering [[electronic resource] ] : new research / / Takumi Miura and Yuuki Ikeda, editors |
Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
Descrizione fisica | 1 online resource (387 p.) |
Disciplina | 624.1/762 |
Altri autori (Persone) |
MiuraTakumi
IkedaYuuki |
Soggetto topico | Earthquake engineering |
Soggetto genere / forma | Electronic books. |
ISBN | 1-60876-556-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Multi-scale analysis for estimating strong ground motion and structure responses / Tsuyoshi Ichimura, Muneo Hori -- Prediction of the seismic displacement of landslides and gravity walls using a multi-block model / Constantine A. Stamatopoulos -- Geotechnical seismic isolation / Hing-Ho Tsang -- Dynamic responses of high-speed railway bridges under earthquakes and their influences on running safety of train vehicles / Weiwei Guo, He Xia, Chaoyi Xia -- On the seismic attenuation with consideration of the prediction model complexity / Ka-Veng Yuen, He-Qing Mu -- Using ambient noise measurements in the process of assessing earthquake hazards in urban areas: examples from Israel / Y. Zaslavsky ... [et al.] -- Seismic resistant braced frame structures with shape memory alloy-based self-centering damping device / Yunfeng Zhang, Songye Zhu -- Application of numerical tools for the modelling of granular soil behaviour under earthquakes: the state-of-the-art / S. López-Querol -- The use of dissipated energy at modeling of cyclic loaded saturated soils / S. Lenart -- Simplified modal response history analysis for asymmetric-plan structures / Jui-Liang Lin, Keh-Chyuan Tsai. |
Record Nr. | UNINA-9910459309003321 |
New York, : Nova Science Publishers, c2009 | ||
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Lo trovi qui: Univ. Federico II | ||
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