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Subjoining the ODBS to concrete flexural frame is not only the cause of more plastic hinges formation in components of beam and column, but also the system ductility increases especially for three to ten story structures, as a result of producing axial plastic hinges of ODBS components.
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Open image in new window Fig. 20 Plastic hinge formation in the structure with friction dampers.
The plastic hinge formation in the model CD_FD is the same with that of the model CD.
Open image in new window Fig. 16 Plastic hinge formation in the model structures at the maximum inter-story drift ratio of 2.5%.
Open image in new window Fig. 11 Plastic hinge formation in the strength-designed structure at the maximum inter-story drift ratio of 2%.
Figure 11 shows the plastic hinge formation in an exterior frame and the adjacent interior frame at the maximum inter-story drift of 2% of the story height.
Figure 16 depicts the plastic hinge formation in the model structures at the maximum inter-story drift of 2.5% of the story height.
According to pushover analysis, the strength-designed structure failed due mainly to failure of exterior columns, whereas in the capacity designed structures major strength drop occurred due to plastic hinge formation in beams.
Open image in new window Fig. 26 Plastic hinge formation in the structures designed using R = 5. a SD, b CD, and c CD_IC. Figure 27 depicts the fragility curves of the four model structures obtained from incremental dynamic analyses using the 44 earthquake records.
The increase in the roof displacement at the maximum inter-story drift of 2.5% is also significant compared with that of the model CD. Figure 20 shows the plastic hinge formation in the retrofitted structures at the maximum inter-story drift of 2% of the story height.
The proposed model permits plastic hinge formations in the pipe due to incrementally applied fault movements, allows determination of the critical length of the pipeline and measure strains developed on the tension and compression sides in the pipe.
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