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H2A/H2B eviction occurs with a displacement time of ∼6 min in vivo (Kimura and Cook, 2001); this fits well with our observed transient accessibility of the RSSs.
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Further, the optimum values of the parameters mentioned in these tables are used to depict the comparison of displacement time history of primary structure without TMFD and with TMFD for the Imperial Valley (1940), Landers (1992) and Kobe (1995) earthquake, respectively, in Fig. 14.
The out-of-plane and in-plane displacement time histories of three circular targets on the model are gained simultaneously.
Fig. 5 Displacement time series of Middle span Fig. 6 Displacement time series of top of the tower.
A permanent deformation is observed in the displacement time history of nonlinear case.
Figure 10 shows the displacement time history of the models used in this study.
In this paper, Real-Time Kinematic (RTK) mode was applied to obtain displacement time series of monitoring stations (Elnabwy et al. 2013).
The predicted displacement time history of the middle pier from the distributed plasticity and lumped plasticity models are compared versus experimental results in Fig. 9e.
Open image in new window Fig. 7 Mid-span transverse displacement time histories of different mesh sizes a KCC, b CSC.
Open image in new window Figure 13 Vertical displacement time history of footing extreme right and left at footing base level.
The simulated top displacement time histories of the RAC frame structure subjected to excitation SHW using Models 1 and 2 are compared with that of the experimental results as shown in Fig. 15.
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