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This annual rainwater loading and unloading of the crust is mirrored by the level of earthquake activity, which is significantly lower during the summer months than during the winter.
The critical factor was the level of earthquake ground motion.
This represents the level of earthquake intensity that hit the area in the particular year frame.
They are designed to withstand extreme level of earthquake loading with a return period of 10,000 years.
The region experiences a high level of earthquake activity, the neotectonic movement is strong, and the geological structure is complex.
In recent years, social and economic considerations have necessitated that more than one performance criterion is used, and also more than one level of earthquake intensity.
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Next, seismic responses of the building subjected to two levels of earthquake with different return periods are analyzed comprehensively.
In the nonlinear dynamic analyses, the study frame was subjected to a suite of selected earthquake records scaled to represent various levels of earthquake ground motion intensity.
The curves were generated for four different, preexisting, performance states that represented slight, moderate, extensive, and complete damage under varying levels of earthquake intensity.
Inelastic time history analysis is used to evaluate structural response under different levels of earthquake hazard to obtain engineering demand parameters.
Nonlinear time history analyses are conducted on these braced frames to obtain seismic demands under both design and maximum considerable levels of earthquake motions and near-field motions.
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