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Methodologies for Seismic Soil-Structure Interaction Analysis in the Design and Assessment of Nuclear Installations
Presents soil-structure interaction (SSI) phenomena and current practices in SSI modelling, simulation methodology and analysis methods for the design and assessment of nuclear installations.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Vienna :
IAEA,
2022.
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| Colección: | IAEA-TECDOC.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a IAEA. | |
| 245 | 1 | 0 | |a Methodologies for Seismic Soil-Structure Interaction Analysis in the Design and Assessment of Nuclear Installations |h [electronic resource]. |
| 260 | |a Vienna : |b IAEA, |c 2022. | ||
| 300 | |a 1 online resource (196 p.). | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a IAEA TECDOC Series ; |v v.1990 | |
| 500 | |a Description based upon print version of record. | ||
| 505 | 0 | |a Intro -- 1. INTRODUCTION -- 1.1. BACKGROUND -- 1.2. OBJECTIVE -- 1.3. SCOPE -- 1.4. STRUCTURE -- 2. EVOLUtION of SOIL-STRUCTURE INTERACTION ANALYSIS, Design Considerations and Country PracticeS -- 2.1. EVOLUTION OF SOIL-STRUCTURE INTERACTION ANALYSIS -- 2.2. DESIGN CONSIDERATIONS -- 2.3. NATIONAL PRACTICES -- 2.3.1. United States of America -- 2.3.2. France -- 2.3.3. Canada -- 2.3.4. Japan -- 2.3.5. Russian Federation -- 2.3.6. European Utility Requirements -- 2.4. REQUIREMENTS AND RECOMMENDATION IN IAEA SAFETY STANDARDS -- 2.5. SIMPLE, SIMPLIFIED AND DETAILED METHODS, MODELS AND PARAMETERS | |
| 505 | 8 | |a 3. ELEMENTS OF SOIL-STRUCTURE INTERACTION ANALYSIS -- 3.1. FREE FIELD GROUND MOTION -- 3.2. MODELLING SOIL, STRUCTURES AND FOUNDATIONS -- 3.2.1. Soil for design basis and beyond design basis earthquakes -- 3.2.2. Structures and soil-structure interaction models -- 3.2.3. Decisions to be made in modelling soil, structures and foundations -- 3.3. UNCERTAINTIES -- 3.3.1. Aleatory uncertainties and epistemic uncertainties -- 3.3.2. Avoiding double counting of uncertainties -- 3.3.3. Treating uncertainties in the soil-structure interaction analyses: explicit inclusion and sensitivity studies | |
| 505 | 8 | |a 4. SITE CONFIGURATION AND SOIL PROPERTIES -- 4.1. SITE CONFIGURATION AND CHARACTERIZATION -- 4.2. SOIL BEHAVIOUR -- 4.3. EXPERIMENTAL DESCRIPTION OF SOIL BEHAVIOUR -- 4.3.1. Linear viscoelastic model -- 4.3.2. Nonlinear one-dimensional model -- 4.3.3. Nonlinear two and three-dimensional models -- 4.4. ITERATIVE LINEAR MODEL AND ITS LIMITATIONS -- 4.5. PHYSICAL PARAMETERS -- 4.6. FIELD MEASUREMENTS AND LABORATORY MEASUREMENTS -- 4.6.1. Site instrumentation -- 4.6.2. Field investigations -- 4.6.3. Laboratory measurements -- 4.6.4. Comparison of field and laboratory tests | |
| 505 | 8 | |a 4.6.5. Summary of parameters and measurement techniques -- 4.7. CALIBRATION AND VALIDATION -- 4.8. UNCERTAINTIES -- 4.9. SPATIAL VARIABILITY -- 5. SEISMIC HAZARD ANALYSIS FOR NUCLEAR INSTALLATIONS -- 5.1. PSHA PERSPECTIVE -- 5.2. DSHA PERSPECTIVE -- 5.3. INTERFACES BETWEEN THE SEISMIC HAZARD ANALYSIS AND THE SOIL-STRUCTURE INTERACTION ANALYSIS TEAMS -- 6. SEISMIC WAVE FIELDS AND FREE FIELD GROUND MOTIONS -- 6.1. SEISMIC WAVE FIELDS -- 6.1.1. Perspective and spatial variability of ground motion -- 6.1.2. Spatial variability of ground motions -- 6.2. FREE FIELD GROUND MOTION DEVELOPMENT | |
| 505 | 8 | |a 6.3. RECORDED DATA -- 6.3.1. 3-D versus 1-D records/motions -- 6.3.1.1. Earthquake Ground Motions: Analytical Models -- 6.3.1.2. Earthquake Ground Motions: Numerical Models -- 6.3.2. Uncertainties -- 6.3.2.1. Uncertain sources -- 6.3.2.2. Uncertain path (rock) -- 6.3.2.3. Uncertain site (soil) -- 6.4. SEISMIC WAVE INCOHERENCE -- 6.4.1. General consideration -- 6.4.2. Incoherence modelling -- 6.4.2.1. Incoherence in 3-D -- 6.4.2.2. Theoretical Assumptions behind SVGM Models -- 6.4.2.3. Nuclear power plant -- specific applications -- 7. SITE RESPONSE ANALYSIS AND SEISMIC INPUT -- 7.1. OVERVIEW | |
| 520 | |a Presents soil-structure interaction (SSI) phenomena and current practices in SSI modelling, simulation methodology and analysis methods for the design and assessment of nuclear installations. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 590 | |a Knovel |b ACADEMIC - Earth Sciences | ||
| 650 | 0 | |a Earthquake hazard analysis. | |
| 650 | 6 | |a Risques sismiques. | |
| 650 | 7 | |a Earthquake hazard analysis |2 fast | |
| 776 | 0 | 8 | |i Print version: |a IAEA |t Methodologies for Seismic Soil-Structure Interaction Analysis in the Design and Assessment of Nuclear Installations |d Vienna : IAEA,c2022 |z 9789201431219 |
| 830 | 0 | |a IAEA-TECDOC. | |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpMSSSIADS/toc |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL6891126 | ||
| 938 | |a YBP Library Services |b YANK |n 17844358 | ||
| 994 | |a 92 |b IZTAP | ||