2021
DOI: 10.3390/su13168761
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Comparison of Different Solutions for a Seismic and Energy Retrofit of an Auditorium

Abstract: The increasing attention paid to climate change has boosted scientific research in the matter of energy refurbishment of existing public buildings. However, the design of the intervention must be integrated with structural upgrading when the constructions are located in seismic zones. Indeed, in Italy, as in other seismically active countries, the structural damage, observed after earthquakes, underlines the increase in economic losses for buildings retrofitted only for energy saving. In this framework, the pa… Show more

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Cited by 4 publications
(2 citation statements)
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“…Generally, the beam-column joint experiences a brittle shear failure. Therefore, efforts are needed to strengthen the structures that were built in the 70s and 80s for their sustainability [16][17][18][19]. Several structural strengthening methods have been proposed to withstand seismic loads.…”
Section: Introductionmentioning
confidence: 99%
“…Generally, the beam-column joint experiences a brittle shear failure. Therefore, efforts are needed to strengthen the structures that were built in the 70s and 80s for their sustainability [16][17][18][19]. Several structural strengthening methods have been proposed to withstand seismic loads.…”
Section: Introductionmentioning
confidence: 99%
“…Schemes 1 and 3 best represent the parasitic dependence of the "host" structure. The new configuration of the building, according to the Italian standard NTC 2018 [14], is subject to global verification mainly due to the load increase on the original structure [15], [16]. The increase in masses, the "new" centre of gravity and of stiffnesses and the "new" shape ratios impose a modification of the seismic behaviour, however.…”
Section: Introductionmentioning
confidence: 99%