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Nonlinear Seismic Response of Small Scale RC building

By ASI Australia / Liberty Industrial

Figure 1.a in the document shows a layout of the experiment by Kazutaka et al [Ref. 1], in which a small scale reinforced concrete building is subjected to tri-axail shacking table test with the wave of JMA Kobe NS, EW, UD (1995) earthquake shown in Fig. 1.c. The mesh discretisation of the building used in ELS is shown in Fig.1.d. Table 1 shows the dimension and the reinforcement details of all the structural component of the building.

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