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The structural system consisting of concrete filled tube columns and flat plate slabs is relatively new.
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Flat plate slab system is widely adopted by engineers as it provides many advantages.
Green and blue small dots denote the shallow seismicity and the seismicity, respectively, within the subducting Pacific Plate slab.
However, the main problem in practice is the brittle failure of flat plate slab under punching shear.
However, the structural behavior of the connection between the concrete filled tube column and the flat plate slab has not yet been fully explored.
Taking this into account, the sharp high-velocity anomalies in D′′ found in our model could be remnants of the paleosubducted Kula or Pacific plate slab (e.g., Lithgow-Bertelloni and Richards 1998).
In this paper, the punching shear behavior has been studied and an experimental work using carbon fiber reinforced polymer (CFRP) rods as shear reinforcement has been conducted in flat plate slab system.
Furumura et al. (2008) simulated the propagation process of seismic waveforms generated by an intraplate earthquake that occurred along the Kumano Basin (the 2006 SE Off-Kii Peninsula earthquake, Mw 7.4) assuming a realistic underground structure model that included the low-velocity forearc wedge as well as the subducting Philippine Sea plate slab.
It is also used as bars, plates, slabs to protect ship hulls, pipelines and other structural materials.
Second, spin motion of plates without slabs decreases at plate sizes of ({sim }1000) km and greater (Fig. 5), which indicates the strength for plate boundaries (Fig. 6).
Theoretical and numerical models were also provided to design and to analyse the structural behaviour of steel plate strengthened slabs.
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