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Seismic analysis of structures [[electronic resource] /] / T.K. Datta
| Seismic analysis of structures [[electronic resource] /] / T.K. Datta |
| Autore | Datta T. K (Tushar Kanti), <1944-> |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, NJ, : John Wiley & Sons Asia, c2010 |
| Descrizione fisica | 1 online resource (472 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake engineering
Structural analysis (Engineering) |
| ISBN |
1-282-55100-0
9786612551000 0-470-82463-8 0-470-82462-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
SEISMIC ANALYSIS OF STRUCTURES; Contents; Preface; 1 Seismology; 1.1 Introduction; 1.1.1 Earth and its Interiors; 1.1.2 Plate Tectonics; 1.1.3 Causes of Earthquakes; 1.2 Seismic Waves; 1.3 Earthquake Measurement Parameters; 1.3.1 Local Magnitude (ML); 1.3.2 Body Wave Magnitude (Mb); 1.3.3 Surface Wave Magnitude (MS); 1.3.4 Seismic Moment Magnitude (MW); 1.3.5 Energy Release; 1.3.6 Intensity; 1.4 Measurement of an Earthquake; 1.5 Modification of Earthquakes Due to the Nature of the Soil; 1.6 Seismic Hazard Analysis; 1.6.1 Deterministic Hazard Analysis; 1.6.2 Probabilistic Hazard Analysis
1.6.3 Seismic Risk at a Site 1.6.4 Concept of Microzonation Based on Hazard Analysis; Exercise Problems; References; 2 Seismic Inputs for Structures; 2.1 Introduction; 2.2 Time History Records; 2.3 Frequency Contents of Ground Motion; 2.4 Power Spectral Density Function of Ground Motion; 2.5 Response Spectrum of Earthquake; 2.5.1 Displacement, Velocity, and Acceleration Spectra; 2.5.2 Energy Spectrum and Fourier Spectrum; 2.5.3 Combined D-V-A Spectrum; 2.5.4 Design Response Spectrum and its Construction; 2.5.5 Design Earthquakes; 2.5.6 Probabilistic Response Spectra 2.5.7 Site Specific Spectra and Uniform Hazard Spectra 2.6 Generation of Synthetic Accelerograms; 2.6.1 Response Spectrum Compatible Accelerogram; 2.6.2 Power Spectral Density Function Compatible Accelerogram; 2.7 Prediction of Seismic Input Parameters; 2.7.1 Predictive Relationships for PGA, PHV, and PHA; 2.7.2 Predictive Relationship for Duration; 2.7.3 Predictive Relationships for rms Value of Ground Acceleration (Arms); 2.7.4 Predictive Relationships for Fourier Spectrum and Response Spectrum; 2.7.5 Predictive Relationships for PSDF of Ground Motion 2.7.6 Predictive Relationships for Modulating Function 2.7.7 Predictive Relationships for Coherence Function; Exercise Problems; References; 3 Response Analysis for Specified Ground Motions; 3.1 Introduction; 3.2 Equation of Motion for a Single Degree of Freedom (SDOF) System; 3.2.1 Equation of Motion in Terms of the Relative Motions of the Mass; 3.2.2 Equation of Motion in Terms of the Absolute Motion of the Mass; 3.2.3 Equation of Motion in State Space; 3.3 Equations of Motion for a Multi-Degrees of Freedom (MDOF) System; 3.3.1 Equations of Motion for Single-Support Excitation 3.3.2 Equations of Motion for Multi-Support Excitation 3.3.3 Equations of Motion in State Space; 3.4 Response Analysis for Single Degree of Freedom (SDOF) System; 3.4.1 Time Domain Analysis using the Duhamel Integral; 3.4.2 Time Domain Analysis using Newmark's β-Method; 3.4.3 Time Domain Analysis in State Space; 3.4.4 Frequency Domain Analysis Using Fourier Transform; 3.5 Response Analysis for Multi-Degrees of Freedom (MDOF) Systems; 3.5.1 Direct Analysis; 3.5.2 Modal Analysis; 3.5.3 Size Reduction; 3.5.4 Computation of Internal Forces 3.5.5 Modal Analysis in Time Domain for State-Space Equation |
| Record Nr. | UNINA-9910140604003321 |
Datta T. K (Tushar Kanti), <1944->
|
||
| Singapore ; ; Hoboken, NJ, : John Wiley & Sons Asia, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic analysis of structures [[electronic resource] /] / T.K. Datta
| Seismic analysis of structures [[electronic resource] /] / T.K. Datta |
| Autore | Datta T. K (Tushar Kanti), <1944-> |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, NJ, : John Wiley & Sons Asia, c2010 |
| Descrizione fisica | 1 online resource (472 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake engineering
Structural analysis (Engineering) |
| ISBN |
1-282-55100-0
9786612551000 0-470-82463-8 0-470-82462-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
SEISMIC ANALYSIS OF STRUCTURES; Contents; Preface; 1 Seismology; 1.1 Introduction; 1.1.1 Earth and its Interiors; 1.1.2 Plate Tectonics; 1.1.3 Causes of Earthquakes; 1.2 Seismic Waves; 1.3 Earthquake Measurement Parameters; 1.3.1 Local Magnitude (ML); 1.3.2 Body Wave Magnitude (Mb); 1.3.3 Surface Wave Magnitude (MS); 1.3.4 Seismic Moment Magnitude (MW); 1.3.5 Energy Release; 1.3.6 Intensity; 1.4 Measurement of an Earthquake; 1.5 Modification of Earthquakes Due to the Nature of the Soil; 1.6 Seismic Hazard Analysis; 1.6.1 Deterministic Hazard Analysis; 1.6.2 Probabilistic Hazard Analysis
1.6.3 Seismic Risk at a Site 1.6.4 Concept of Microzonation Based on Hazard Analysis; Exercise Problems; References; 2 Seismic Inputs for Structures; 2.1 Introduction; 2.2 Time History Records; 2.3 Frequency Contents of Ground Motion; 2.4 Power Spectral Density Function of Ground Motion; 2.5 Response Spectrum of Earthquake; 2.5.1 Displacement, Velocity, and Acceleration Spectra; 2.5.2 Energy Spectrum and Fourier Spectrum; 2.5.3 Combined D-V-A Spectrum; 2.5.4 Design Response Spectrum and its Construction; 2.5.5 Design Earthquakes; 2.5.6 Probabilistic Response Spectra 2.5.7 Site Specific Spectra and Uniform Hazard Spectra 2.6 Generation of Synthetic Accelerograms; 2.6.1 Response Spectrum Compatible Accelerogram; 2.6.2 Power Spectral Density Function Compatible Accelerogram; 2.7 Prediction of Seismic Input Parameters; 2.7.1 Predictive Relationships for PGA, PHV, and PHA; 2.7.2 Predictive Relationship for Duration; 2.7.3 Predictive Relationships for rms Value of Ground Acceleration (Arms); 2.7.4 Predictive Relationships for Fourier Spectrum and Response Spectrum; 2.7.5 Predictive Relationships for PSDF of Ground Motion 2.7.6 Predictive Relationships for Modulating Function 2.7.7 Predictive Relationships for Coherence Function; Exercise Problems; References; 3 Response Analysis for Specified Ground Motions; 3.1 Introduction; 3.2 Equation of Motion for a Single Degree of Freedom (SDOF) System; 3.2.1 Equation of Motion in Terms of the Relative Motions of the Mass; 3.2.2 Equation of Motion in Terms of the Absolute Motion of the Mass; 3.2.3 Equation of Motion in State Space; 3.3 Equations of Motion for a Multi-Degrees of Freedom (MDOF) System; 3.3.1 Equations of Motion for Single-Support Excitation 3.3.2 Equations of Motion for Multi-Support Excitation 3.3.3 Equations of Motion in State Space; 3.4 Response Analysis for Single Degree of Freedom (SDOF) System; 3.4.1 Time Domain Analysis using the Duhamel Integral; 3.4.2 Time Domain Analysis using Newmark's β-Method; 3.4.3 Time Domain Analysis in State Space; 3.4.4 Frequency Domain Analysis Using Fourier Transform; 3.5 Response Analysis for Multi-Degrees of Freedom (MDOF) Systems; 3.5.1 Direct Analysis; 3.5.2 Modal Analysis; 3.5.3 Size Reduction; 3.5.4 Computation of Internal Forces 3.5.5 Modal Analysis in Time Domain for State-Space Equation |
| Record Nr. | UNINA-9910809189803321 |
|
Datta T. K (Tushar Kanti), <1944->
|
||
| Singapore ; ; Hoboken, NJ, : John Wiley & Sons Asia, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]]
| 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.>
|
||
| New York, : Wiley, c1992 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]]
| 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.>
|
||
| New York, : Wiley, c1992 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic design of reinforced concrete and masonry buildings / / T. Paulay, M.J.N. Priestley [[electronic resource]]
| 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 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic engineering [[electronic resource] /] / Jacques Betbeder-Matibet
| Seismic engineering [[electronic resource] /] / Jacques Betbeder-Matibet |
| Autore | Betbeder-Matibet Jacques |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (987 p.) |
| Disciplina |
624.1/762
624.1762 |
| Collana | ISTE |
| Soggetto topico |
Earthquake engineering
Engineering geology |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-69000-0
9786612690006 0-470-61113-8 0-470-39372-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Seismic Engineering; Table of Contents; Foreword; Preface; Part 1. Earthquakes and Induced Phenomena; Chapter 1. Causes of Earthquakes; 1.1. Tectonic earthquakes; 1.1.1. First attempts at explanation; 1.1.2. From continental drift to plate tectonics; 1.1.3. Seismicity of tectonic origin; 1.2. Faults; 1.2.1. Relationship between earthquakes and faults; 1.2.2. Classification of faults; 1.2.3. Focal mechanisms; 1.2.4. Different aspects of rupture; 1.3. Non-tectonic earthquakes; 1.3.1. Non-tectonic quakes with natural causes; 1.3.2. Artificial earthquakes; 1.3.3. Induced earthquakes
Chapter 2. Parameters Used to Define Earthquakes2.1. Elementary theory of elastic rebound; 2.1.1. Description of the elementary model; 2.1.2. Energy balance; 2.1.3. Law of scale; 2.2. Geometry of the faults; 2.2.1. Length of fault and length of rupture; 2.2.2. Well documented examples of fault ruptures; 2.2.3. Correlations of geometric characteristics of ruptures with moment magnitude; 2.3. Parametric description of earthquakes; 2.3.1. Source parameters and effect parameters; 2.3.2. Different magnitudes; Chapter 3. Manifestations of the Seismic Phenomena on the Surface 3.1. Deformation of superficial terrains3.1.1. Deformations linked to tectonics; 3.1.2. Deformations linked to vibratory motions; 3.2. Seismic waves; 3.2.1. Different types of seismic waves; 3.2.2. Ideas on the theory of rays; 3.2.3. Attenuation of seismic waves; 3.3. Induced phenomena; 3.3.1. Soil liquefaction; 3.3.2. Landslides; 3.3.3. Tsunamis and seiches; 3.3.4. Other seismic manifestations; Part 2. Strong Ground Motions; Chapter 4. Strong Vibratory Motions; 4.1. Recordings; 4.1.1. Examples of accelerograms recorded in the near zone; 4.1.2. Parametric description of the accelerograms 4.1.3. The three components of vibratory motion4.2. Attenuation laws of peak values; 4.2.1. General considerations as regards attenuation laws; 4.2.2. Examples of attenuation laws for peak values; 4.2.3. Recommendations for the use of attenuation laws; 4.3. Directivity effects and site effects; 4.3.1. Inadequacy of a description based on magnitude and distance; 4.3.2. Directivity effects; 4.3.3. Presentation of site effects; 4.3.4. Causes of site effects; Chapter 5. Calculation Models for Strong Vibratory Motions; 5.1. Orders of magnitude deduced from the basic theory of elastic rebound 5.1.1. Limits of the basic theory of elastic rebound for the calculation of motions5.1.2. Model of elastic rebound with multiple ruptures; 5.1.3. Calculation of the theoretical attenuation laws associated with the model of rebound elasticity with multiple ruptures; 5.2. Digital source models; 5.2.1. General considerations pertaining to models of digital simulation of the seismic source; 5.2.2. Examples of digital simulation of real earthquakes; 5.3. Practical calculations of the site effects; 5.3.1. Models of soil behavior; 5.3.2. Seismic responses of columns of soil 5.3.3. Review of the assessment of site effects |
| Record Nr. | UNINA-9910139518803321 |
|
Betbeder-Matibet Jacques
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic engineering [[electronic resource] /] / Jacques Betbeder-Matibet
| Seismic engineering [[electronic resource] /] / Jacques Betbeder-Matibet |
| Autore | Betbeder-Matibet Jacques |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (987 p.) |
| Disciplina |
624.1/762
624.1762 |
| Collana | ISTE |
| Soggetto topico |
Earthquake engineering
Engineering geology |
| ISBN |
1-282-69000-0
9786612690006 0-470-61113-8 0-470-39372-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Seismic Engineering; Table of Contents; Foreword; Preface; Part 1. Earthquakes and Induced Phenomena; Chapter 1. Causes of Earthquakes; 1.1. Tectonic earthquakes; 1.1.1. First attempts at explanation; 1.1.2. From continental drift to plate tectonics; 1.1.3. Seismicity of tectonic origin; 1.2. Faults; 1.2.1. Relationship between earthquakes and faults; 1.2.2. Classification of faults; 1.2.3. Focal mechanisms; 1.2.4. Different aspects of rupture; 1.3. Non-tectonic earthquakes; 1.3.1. Non-tectonic quakes with natural causes; 1.3.2. Artificial earthquakes; 1.3.3. Induced earthquakes
Chapter 2. Parameters Used to Define Earthquakes2.1. Elementary theory of elastic rebound; 2.1.1. Description of the elementary model; 2.1.2. Energy balance; 2.1.3. Law of scale; 2.2. Geometry of the faults; 2.2.1. Length of fault and length of rupture; 2.2.2. Well documented examples of fault ruptures; 2.2.3. Correlations of geometric characteristics of ruptures with moment magnitude; 2.3. Parametric description of earthquakes; 2.3.1. Source parameters and effect parameters; 2.3.2. Different magnitudes; Chapter 3. Manifestations of the Seismic Phenomena on the Surface 3.1. Deformation of superficial terrains3.1.1. Deformations linked to tectonics; 3.1.2. Deformations linked to vibratory motions; 3.2. Seismic waves; 3.2.1. Different types of seismic waves; 3.2.2. Ideas on the theory of rays; 3.2.3. Attenuation of seismic waves; 3.3. Induced phenomena; 3.3.1. Soil liquefaction; 3.3.2. Landslides; 3.3.3. Tsunamis and seiches; 3.3.4. Other seismic manifestations; Part 2. Strong Ground Motions; Chapter 4. Strong Vibratory Motions; 4.1. Recordings; 4.1.1. Examples of accelerograms recorded in the near zone; 4.1.2. Parametric description of the accelerograms 4.1.3. The three components of vibratory motion4.2. Attenuation laws of peak values; 4.2.1. General considerations as regards attenuation laws; 4.2.2. Examples of attenuation laws for peak values; 4.2.3. Recommendations for the use of attenuation laws; 4.3. Directivity effects and site effects; 4.3.1. Inadequacy of a description based on magnitude and distance; 4.3.2. Directivity effects; 4.3.3. Presentation of site effects; 4.3.4. Causes of site effects; Chapter 5. Calculation Models for Strong Vibratory Motions; 5.1. Orders of magnitude deduced from the basic theory of elastic rebound 5.1.1. Limits of the basic theory of elastic rebound for the calculation of motions5.1.2. Model of elastic rebound with multiple ruptures; 5.1.3. Calculation of the theoretical attenuation laws associated with the model of rebound elasticity with multiple ruptures; 5.2. Digital source models; 5.2.1. General considerations pertaining to models of digital simulation of the seismic source; 5.2.2. Examples of digital simulation of real earthquakes; 5.3. Practical calculations of the site effects; 5.3.1. Models of soil behavior; 5.3.2. Seismic responses of columns of soil 5.3.3. Review of the assessment of site effects |
| Record Nr. | UNINA-9910829935203321 |
|
Betbeder-Matibet Jacques
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic loads / / Victor M. Lyatkher
| Seismic loads / / Victor M. Lyatkher |
| Autore | Li͡atkher V. M (Viktor Mikhaĭlovich) |
| Pubbl/distr/stampa | Hoboken, New Jersey ; ; Salem, Massachusetts : , : Scrivener Publishing : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (371 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake engineering
Axial loads |
| ISBN |
1-118-94626-X
1-118-94628-6 1-118-94625-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Half Title page; Title page; Copyright page; Preface; Chapter 1: Statement of the Problem; 1.1 General Scheme of Estimation of Seismic Stability; 1.2 Seismic Hazard; 1.3 Variation of Seismic Hazard; 1.4 Seismic Loads; Chapter 2: The Definition of Seismic Actions; 2.1 The Probability of Loads During the Earthquake of a Given Intensity; 2.2 Recognition of Earthquake Foci; 2.3 The Calculation of Seism Caused by Movement in the Earthquake Focus; 2.4 Physics of Focus and Control of Seismicity; 2.5 Seismic Forces for a Fixed Position and Energy of the Earthquake Source
Chapter 3: The Influence of Topography and Soil Conditions. Secondary Processes3.1 Influence of the Canyons; 3.2 Dynamics of Water-Saturated Soil Equivalent Single-Phase Environment; 3.3 Dynamics of Water-Saturated Soil as Multiphase Medium; 3.4 The Real Estimates of the Property of Soils; 3.5 Landslides and Mudflows; 3.6 Waves on the Water; Chapter 4: Example of Determination of Seismic Loads on the Object in an Area of High Seismicity; 4.1 Assessment of Seismotectonics and Choice of Calculation of Seismicity; 4.2 The Parameters of Impacts; 4.3 Selection of Unique 4.4 Numerical Models of the Focus4.5 The Influence of the Shape of the Canyon; Chapter 5: Examples of Determination of Seismic Effects on Objects in Areas of Low Seismicity; 5.1 Preliminary Analysis; 5.2 Assessment of Seismic Risk on Seismological Data; 5.3 Tectonic Structure of the Area; 5.4 Recognition of Seismically Active Nodes' Morphostructure; 5.5 The Types of Computational Seismic Effects; 5.6 Analog Modeling of Seismic Effects; 5.7 Mathematical Modeling of Seismic Effects; Chapter 6: Stability of Structures During Earthquakes; 6.1 Stability of Concrete Dams 6.2 Vibration and Strength Reserves of the High Dams6.3 The Reliability of Groundwater Dams; 6.4 The Stability of Underground Structures; 6.5 Seismic Effects Caused by Missing Floods Through the Waterworks; Conclusion; References; Index |
| Record Nr. | UNINA-9910137170803321 |
|
Li͡atkher V. M (Viktor Mikhaĭlovich)
|
||
| Hoboken, New Jersey ; ; Salem, Massachusetts : , : Scrivener Publishing : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic loads / / Victor M. Lyatkher
| Seismic loads / / Victor M. Lyatkher |
| Autore | Li͡atkher V. M (Viktor Mikhaĭlovich) |
| Pubbl/distr/stampa | Hoboken, New Jersey ; ; Salem, Massachusetts : , : Scrivener Publishing : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (371 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake engineering
Axial loads |
| ISBN |
1-118-94626-X
1-118-94628-6 1-118-94625-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Half Title page; Title page; Copyright page; Preface; Chapter 1: Statement of the Problem; 1.1 General Scheme of Estimation of Seismic Stability; 1.2 Seismic Hazard; 1.3 Variation of Seismic Hazard; 1.4 Seismic Loads; Chapter 2: The Definition of Seismic Actions; 2.1 The Probability of Loads During the Earthquake of a Given Intensity; 2.2 Recognition of Earthquake Foci; 2.3 The Calculation of Seism Caused by Movement in the Earthquake Focus; 2.4 Physics of Focus and Control of Seismicity; 2.5 Seismic Forces for a Fixed Position and Energy of the Earthquake Source
Chapter 3: The Influence of Topography and Soil Conditions. Secondary Processes3.1 Influence of the Canyons; 3.2 Dynamics of Water-Saturated Soil Equivalent Single-Phase Environment; 3.3 Dynamics of Water-Saturated Soil as Multiphase Medium; 3.4 The Real Estimates of the Property of Soils; 3.5 Landslides and Mudflows; 3.6 Waves on the Water; Chapter 4: Example of Determination of Seismic Loads on the Object in an Area of High Seismicity; 4.1 Assessment of Seismotectonics and Choice of Calculation of Seismicity; 4.2 The Parameters of Impacts; 4.3 Selection of Unique 4.4 Numerical Models of the Focus4.5 The Influence of the Shape of the Canyon; Chapter 5: Examples of Determination of Seismic Effects on Objects in Areas of Low Seismicity; 5.1 Preliminary Analysis; 5.2 Assessment of Seismic Risk on Seismological Data; 5.3 Tectonic Structure of the Area; 5.4 Recognition of Seismically Active Nodes' Morphostructure; 5.5 The Types of Computational Seismic Effects; 5.6 Analog Modeling of Seismic Effects; 5.7 Mathematical Modeling of Seismic Effects; Chapter 6: Stability of Structures During Earthquakes; 6.1 Stability of Concrete Dams 6.2 Vibration and Strength Reserves of the High Dams6.3 The Reliability of Groundwater Dams; 6.4 The Stability of Underground Structures; 6.5 Seismic Effects Caused by Missing Floods Through the Waterworks; Conclusion; References; Index |
| Record Nr. | UNINA-9910812823503321 |
|
Li͡atkher V. M (Viktor Mikhaĭlovich)
|
||
| Hoboken, New Jersey ; ; Salem, Massachusetts : , : Scrivener Publishing : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Soil dynamics and earthquake engineering [[electronic resource] ] : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / / edited by Maosong Huang, Xiong (Bill) Yu, Yu Huang
| Soil dynamics and earthquake engineering [[electronic resource] ] : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / / edited by Maosong Huang, Xiong (Bill) Yu, Yu Huang |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, c2010 |
| Descrizione fisica | 1 online resource (361 p.) |
| Disciplina | 624.1/762 |
| Altri autori (Persone) |
HuangMaosong
YuXiong <1974-> HuangYu <1973-> |
| Collana | Geotechnical special publication |
| Soggetto topico |
Soil dynamics
Earthquake engineering Engineering geology Soil-structure interaction |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-68015-594-6
0-7844-7341-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Keynote Paper""; ""Lessons from Damages to High Embankment Dams in the May 12, 2008 Wenchuan Earthquake""; ""Dynamic Soil-Structure Interactions: Part I""; ""Axial Vibration of Partially Embedded Pile Groups in Layered Soil""; ""Model Test Study on Dynamic Responses of Loess Slope by Dynamic Compaction""; ""Nonlinear Dynamic Behaviour of Pile Foundations in Horizontal Vibration""; ""Seismic Performances of Pile Groups in Inclined Soil Layers Subjected to Strong Motions""; ""Dynamic Response of Railway Track Rested on Transversely Isotropic Poroelastic Media""
""Dynamic Analysis for Foundation of Vibrating Equipments Considering Soil-Structure Interaction""""Cumulative Effects of Soil Nailing under Cyclic Load Considering Bottom Boundary Conditions of Facing""; ""A Scale Model Test on Dynamic Soil-Tunnel Interactions""; ""Effect of Soil Flexibility on Dynamic Behavior of Building Frames Resting on Strip Foundation""; ""3D Finite Element Analysis of a Ship Grounding Problem""; ""Pile Responses under Seismic Earth Pressures of Lateral Spread Using Wave Equation Analysis""; ""Dynamic Analysis of Municipal Solid Waste Landfills in Central Asia"" ""Dynamic Soil-Structure Interactions: Part II""""Different Failure Modes of a Clay Foundation-Embankment System Corresponding to Different Incident Seismic Waves""; ""Numerical Investigation into the Arrangement of Clay Core on the Seismic Performance of Earth Dams""; ""Soil-Water Coupled Finite Deformation Analysis of Seismic Deformation and Failure of Embankment on Horizontal and Inclined Ground""; ""Deformation Analyses of River Dike on Liquefiable Ground Affected by Different Earthquake Motions"" ""Elastic Response of Soil-Structure Systems Subjected to Near-Fault Rupture Directivity Pulses""""Seasonal Freezing Effects on the Dynamic Behavior of Highway Bridges""; ""Seismic CPTu to Assist the Design on Existing Foundations""; ""Effects of Damping and Dynamic Soil Mass on Footing Vibration""; ""Ground Vibration Caused by Dynamic Excitation on Pile Foundation""; ""Dynamic Properties of Soils and Rock""; ""Modeling of Cyclic Plane Strain Response of Toyoura Sand""; ""Dynamic Property of Mucky Soil of Subgrade under Cyclic Load"" ""Relevance Vector Machine for Evaluating Seismic Liquefaction Potential Using Shear Wave Velocity""""Numerical Analysis on Co- and Postseismic Behavior of Sandy/Clayey Soil Ground Improved by Sand Compaction Pile Method""; ""FDTD Simulation of GPR Electromagnetic Wave""; ""Cyclic Shear Strength of Clay under Simple Shear Condition""; ""Effect of Cyclic Loading Frequency on Dynamic Properties of Marine Clay""; ""Influence of Soil Saturation on the Free Field Response of Liquefiable Soils""; ""Numerical Analysis of Wave Propagation in Two-Phase Soil Medium"" ""Undrained Long-Term Cyclic Degradation Characteristics of Offshore Soft Clay"" |
| Record Nr. | UNINA-9910456245203321 |
| Reston, Va., : American Society of Civil Engineers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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