fig6
![Integrating resilience in the multi-hazard sustainable design of buildings](https://image.oaes.cc/8e439e44-b26b-4ad7-9199-d6c18042cc52/dpr2016.fig.6.jpg)
Figure 6. (A) Fragility curves of the monolithic vs. low-damage masonry infill (with no openings). (B) Embodied carbon associated with different damage states of RC components (data elaborated from Simonen et al.[60]).
Figure 6. (A) Fragility curves of the monolithic vs. low-damage masonry infill (with no openings). (B) Embodied carbon associated with different damage states of RC components (data elaborated from Simonen et al.[60]).
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