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5.
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A reliable estimation of the seismic performances of existing reinforced concrete building is of paramount importance to design proper retrofit solutions. Number of refin [...]
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6.
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In the first phase of the emergency management after the April 6, 2009, L’Aquila earthquake, field inspections were carried out through the AeDES form, a first level su [...]
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7.
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In the aftermath of low-to-moderate earthquakes, simplified methods allowing fast estimate of maximum lateral deformations experienced in multistory building are particul [...]
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8.
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Recent devastating earthquakes around the world have shown the vulnerability and deficiencies of existing reinforced concrete (RC) frame structures. In particular, recent [...]
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9.
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In recent years, the use of FRP wrapping of reinforced concrete (RC) members has been recognized as a reliable method for seismic retrofit of existing structures. The ext [...]
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10.
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Recent earthquakes showed that most existing structures are characterized by high seismic vulnerability. In particular, the observations of the damages have individuated [...]
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11.
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In the first phase of the emergency management after the April 6, 2009, L’Aquila earthquake, field inspections were carried out through the AeDES form, a first level su [...]
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12.
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Recent seismic events confirmed the high vulnerability of existing buildings and highlighted the importance to quantify the attained losses and optimize the economic reso [...]
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13.
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The reconstruction process of residential buildings damaged by L'Aquila 2009 earthquake initially involved buildings outside historical centres and then, starting from Au [...]
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14.
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The evaluation of building reparability after damaging earthquakes is a complex issue, involving factors such as the damage state, residual capacity and post-earthquake s [...]
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