A study has been performed that compares results of nonlinear model runs using two sets of earthquake ground motion time histories that have been modified to fit the same design response spectra. The time histories include applicable modified recorded earthquake ground motion time histories and synthetic ground motion time histories. The modified recorded earthquake ground motion time histories are modified from time history records that are selected based on consistent magnitude and distance. The synthetic ground motion time histories are generated using appropriate Fourier amplitude spectrums, Arias intensity, and drift correction. All of the time history modification is performed using the same algorithm to fit the design response spectr...
This dissertation investigates the issue of selecting and scaling ground motions as inputexcitations...
The modelling of the seismic input is a critical aspect when non-linear time-history analyses (NLTHA...
Nonlinear time history analyses of structures require full time series of ground motion records. For...
Abstract. A relatively large set of single-degree-of-freedom systems, for different period, damping ...
The seismic resistance design codes recommend the selection of at least three or seven ground motion...
Nonlinear earthquake analyzes of structures are increasingly required by building codes and other se...
By the developments in structural and earthquake engineering, modern seismic codes have begun to rec...
Accurate estimation of structural response for a given target hazard level requires a suitable set o...
As non-linear response history analyses are becoming more prevalent in practice, there is a need to ...
In regions with sparse ground motion data, simulations provide alternative acceleration time series ...
Linear and nonlinear response history analyses have become popular in seismic design and seismic per...
The study presented in this paper is among the first in a series of studies toward the engineering v...
This report documents research pertaining to conservatism and variability in seismic risk estimates....
Nonlinear Time History Analysis (NTHA) is a rigorous technique requiring the analyst to assemble a s...
In performance-based seismic design of civil infrastructure, earthquake ground motion is one of the ...
This dissertation investigates the issue of selecting and scaling ground motions as inputexcitations...
The modelling of the seismic input is a critical aspect when non-linear time-history analyses (NLTHA...
Nonlinear time history analyses of structures require full time series of ground motion records. For...
Abstract. A relatively large set of single-degree-of-freedom systems, for different period, damping ...
The seismic resistance design codes recommend the selection of at least three or seven ground motion...
Nonlinear earthquake analyzes of structures are increasingly required by building codes and other se...
By the developments in structural and earthquake engineering, modern seismic codes have begun to rec...
Accurate estimation of structural response for a given target hazard level requires a suitable set o...
As non-linear response history analyses are becoming more prevalent in practice, there is a need to ...
In regions with sparse ground motion data, simulations provide alternative acceleration time series ...
Linear and nonlinear response history analyses have become popular in seismic design and seismic per...
The study presented in this paper is among the first in a series of studies toward the engineering v...
This report documents research pertaining to conservatism and variability in seismic risk estimates....
Nonlinear Time History Analysis (NTHA) is a rigorous technique requiring the analyst to assemble a s...
In performance-based seismic design of civil infrastructure, earthquake ground motion is one of the ...
This dissertation investigates the issue of selecting and scaling ground motions as inputexcitations...
The modelling of the seismic input is a critical aspect when non-linear time-history analyses (NLTHA...
Nonlinear time history analyses of structures require full time series of ground motion records. For...