Megastructure

When the quasi-isolated bridge is subjected to strong ground motions, damage and failure of the fuse-like sacrificial connections are expected to limit the superstructure inertia force that can be transferred down to substructures and foundations, dissipate seismic energy, and elongate structural periods, thereby protecting bridge substructures and foundations from severe damage and failure.

 It is shown that GBT constitutes a viable alternative to more sophisticated models (e.g., shell finite element ones) in unveiling the behaviour of this complex real-life thin-walled member problem. Aluminum and iron constitute the two most commonly detected cations.

Based on the research of the previous study, we can know that the theoretical calculation and a few of finite element analysis were conducted to consider the influence of dynamic load. We also conducted aftershock and microtremor observations by the temporally-installed stations to understand extension of the area whose subsurface layer characteristics are similar with that at the ISK005 station. Using both the actual damage data and estimated spatial distribution of seismic intensity, this study conducts the statistical analysis on the relationship between the damage ratio of expressway embankment and seismic intensity.

Finally, the correction coefficients of design index for highway asphalt pavement were proposed to consider the influence of impact load. Applying a traditional Kuroshio front index of temperature at 200 m depth, the capability of new Chl-a threshold in dividing two waters around the near-front area is quantitatively examined. Applying a traditional Kuroshio front index of temperature at 200 m depth.

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