Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
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 | ||
| ||