INCREaSE 2019 2019
DOI: 10.1007/978-3-030-30938-1_88
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Feasibility of Using Steel Bracings for Seismic Retrofitting of RC School Buildings

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“…In the case of RC schools built in the early 1990s, it was not possible to check the safety levels currently required in the NP EN 1998-3:2017 for all the LS. As concluded in [63], the level of seismic vulnerability of this type of structure seems to be much lower and much less worrying. However, RC buildings designed before the 1983 Portuguese code, namely the so-called "P3" schools [48], present low shear reinforcement ratios in their columns.…”
Section: Capacity Curves Obtained For the Algarve Region (Portugal)mentioning
confidence: 78%
“…In the case of RC schools built in the early 1990s, it was not possible to check the safety levels currently required in the NP EN 1998-3:2017 for all the LS. As concluded in [63], the level of seismic vulnerability of this type of structure seems to be much lower and much less worrying. However, RC buildings designed before the 1983 Portuguese code, namely the so-called "P3" schools [48], present low shear reinforcement ratios in their columns.…”
Section: Capacity Curves Obtained For the Algarve Region (Portugal)mentioning
confidence: 78%