Abstract
When we create input ground motions for building design, it is necessary to consider multiple cases for source parameters such as strong motion generation area (SMGA) arrangement and its area size, and multiple faults. Presently, it is difficult to cover all the possible cases of faults and source parameters Therefore, we often considered the safety side ground motions with the faults and SMGA placement close to the planned site. However, it has been reported that long period ground motions do not necessarily directly relate to the distance between the epicenter and the site, and the ground motions vary with the direction of the source and the depth of the hypocenter.
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