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.

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Bibliographic Details
Main Author: IAEA.
Format: Electronic
Language: English
Published: Vienna : IAEA, 2022.
Series: IAEA-TECDOC.
Subjects:
Earthquake hazard analysis.
elektronické knihy
electronic books
ISBN: 9789201430212
9201430213
1523150041
9781523150045
Physical Description: 1 online resource (196 p.).

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Table of contents

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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 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
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 Knovel (All titles) 
650 0 |a Earthquake hazard analysis. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
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://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpMSSSIADS/methodologies-for-seismic?kpromoter=marc  |y Full text 

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