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Image Search Results
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Schematic dependency diagram between the various functions included in the OpenSeismoMatlab package.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Time histories of the normalized Arias Intensity for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Linear elastic displacement response spectra for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Linear elastic pseudo-acceleration response spectra for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Constant ductility inelastic displacement response spectra for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Constant ductility inelastic velocity response spectra for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Fourier amplitude spectra for the strong motion data considered in this study calculated by OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques:
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Comparison of the pseudoacceleration response spectrum PSa for a very small step size (Δt = 10 −4 s) between OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques: Comparison
Journal: Heliyon
Article Title: OpenSeismoMatlab: A new open-source software for strong ground motion data processing
doi: 10.1016/j.heliyon.2018.e00784
Figure Lengend Snippet: Comparison of the error of the pseudoacceleration spectrum (PSa) with respect to PSa 0 , between OpenSeismoMatlab and SeismoSignal.
Article Snippet: OpenSeismoMatlab can calculate the following strong motion data processing output: • Time history of velocity • Time history of displacement • Peak ground acceleration (PGA) • Peak ground velocity (PGV) • Peak ground displacement (PGD) • Time history of normalized Arias intensity ( A I ̄ ) • Total Arias intensity • Time interval between 5% and 95% of Arias intensity has occurred (significant duration D 5_95 ) • Linear elastic pseudo-acceleration (PSA) response spectrum • Linear elastic pseudo-velocity (PSV) response spectrum • Linear elastic displacement (SD) response spectrum • Linear elastic velocity (SV) response spectrum • Linear elastic acceleration (SA) response spectrum • Constant ductility inelastic displacement response spectrum • Constant ductility inelastic velocity response spectrum • Constant ductility inelastic acceleration response spectrum • Fourier amplitude spectrum • Mean period (T m ) The source code of
Techniques: Comparison