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In addition, because BRBs are attached to an existing building by elastically designed steel frames, the significant effect of SF on the reduction of residual displacements was also shown and discussed.
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The crack opening and crack slip displacements were also measured.
In this area, dip-slip displacements are dominant and sawtooth displacements are also found.
The southward displacements are also followed by the opposite (northward) displacements.
Notable coseismic permanent displacements are also recorded at nearby sites in the focal area.
Assumed normal faults with a dip of 70° for calculating surface displacements are also shown.
Shear displacements are also directly measured at one position on the specimen.
Enlarged δ floor displacements are also shown schematically in Fig. 9.
The GPS-A station displacements are also relative to station FUKUE.
The horizontal displacements are also probably due to this earthquake, but might be partly due to the Kumamoto earthquake.
To validate the GNSS results, the dynamic displacements were also computed from double integration of the accelerometer-measured accelerations.
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