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The aim is identification of foundation-soil separation phenomena under a suite of ground motions with distinct frequency content.
The advantages and shortcomings of the method are investigated by comparing the results from the ET method and recommended procedure using a suite of ground motions.
A suite of ground motion records scaled to various levels of intensity are used to investigate the full range of pile behaviour, from elastic response to failure.
Dynamic analyses are performed using these frame models and a suite of ground motions; analysis results are used to develop fragility curves.
Each collapse indicator is varied separately through a parametric study of 36 idealized buildings, and nonlinear simulation models are dynamically analyzed for a suite of ground motions to assess the collapse performance.
Probabilistic seismic demand models incorporating geometric and material uncertainty parameters for the bridges under a suite of ground motions are established to develop corresponding sets of fragility curves in terms of vulnerable bridge components.
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"A Framework for Selecting A Suite Of Ground-Motion Intensity Maps Consistent With Both Ground-Motion Intensity And Network Performance Hazards For Infrastructure Networks". 11th International Conference on Structural Safety & Reliability, New York, NY, 8p. Baker, J. W., and Miller, M. (2011).
Coalfields have typically experienced multiple phases of development and can be susceptible to a suite of problematic ground conditions that may be rooted in the near-surface geology or result from anthropogenic activity.
The dynamic response was studied for a suite of Chilean ground motion recorded on rock in order to evaluate the variability of the dynamic pressures and their influence on the piles' internal forces.
The seismic hazard is defined using USGS seismic hazard maps and uncertainty in the seismic hazard at each location is characterized by a suite of ordinary ground motion records.
A numerical study with the help of a suite of 100 ground motions illustrates how the proposed methodology estimates the damage levels of 2-DOF and 3-DOF example frames with strain-hardening bilinear and stiffness-degrading Riddell-Newmark type nonlinearities in the moment curvature relationships of their column sections.
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