Research Article
Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame
Figure 17
Hysteretic behavior of structure at each test run. (a) Run-1 global hysteretic response at 3.12 Hz. (b) Test Run-1 second-storey hysteretic response at 3.12 Hz. (c) Test Run-1 first-storey hysteretic response at 3.12 Hz. (d) Global hysteretic response at 5.16 Hz. (e) Run-2 second-storey hysteretic response at 5.16 Hz. (f) Test Run-2 first-storey hysteretic response at 5.16 Hz. (g) Run-3 Global hysteretic response at 4.16 Hz. (h) Run-3 second-storey hysteretic response at 4.16 Hz. (i) Test Run-3 first-storey hysteretic response at 4.16 Hz.
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