Generoso Vaiano
Biographic Data
| ID | 6940447 |
|---|---|
| NAME | Generoso Vaiano |
| GIVEN NAMES | Generoso |
| FAMILY NAME | Vaiano |
| SIGNATURE | VAIANO G |
| AFFILIATIONS | University of Naples Federico II |
| ORCID | 0000-0001-7379-3361 |
| VERIFIED | Yes |
| TOTAL WORKS | 2 |
| TOTAL CITATIONS | 1 |
| WORKS AS AUTHOR | 2 |
| WORKS AS EDITOR | 0 |
| FIRST PUBLICATION YEAR | 2020 |
| LATEST PUBLICATION YEAR | 2021 |
| H-INDEX | 1 |
Combined Energy-Seismic Retrofit of Existing Historical Masonry Buildings
The safety of the built heritage of our cities towards environmental factors and seismic actions is a pressing need for designers and researchers. The actual trend is to setup effective solutions to reduce thermal dispersions through the building envelope. Contrarily, combined systems able to enhance the resistance of constructions to earthquakes, on the one hand, and, on the other hand, to increase the energetic efficiency of existing buildings …
Parametric Analysis on Local Mechanisms of Masonry Churches in Teramo (Italy)
Local collapse mechanisms related to the out-of-plane response of walls are commonly observed in existing masonry buildings subjected to earthquakes. In such structures, the lack of proper connections among orthogonal walls and between walls and floors does not allow a global box-type behaviour of the building to develop, which would be governed by the in-plane response of walls. In this paper, parametric linear kinematic analyses on the main loc…
Parametric Analysis on Local Mechanisms of Masonry Churches in Teramo (Italy)
Local collapse mechanisms related to the out-of-plane response of walls are commonly observed in existing masonry buildings subjected to earthquakes. In such structures, the lack of proper connections among orthogonal walls and between walls and floors does not allow a global box-type behaviour of the building to develop, which would be governed by the in-plane response of walls. In this paper, parametric linear kinematic analyses on the main loc…
Parametric Analysis on Local Mechanisms of Masonry Churches in Teramo (Italy)
Local collapse mechanisms related to the out-of-plane response of walls are commonly observed in existing masonry buildings subjected to earthquakes. In such structures, the lack of proper connections among orthogonal walls and between walls and floors does not allow a global box-type behaviour of the building to develop, which would be governed by the in-plane response of walls. In this paper, parametric linear kinematic analyses on the main loc…
Combined Energy-Seismic Retrofit of Existing Historical Masonry Buildings
The safety of the built heritage of our cities towards environmental factors and seismic actions is a pressing need for designers and researchers. The actual trend is to setup effective solutions to reduce thermal dispersions through the building envelope. Contrarily, combined systems able to enhance the resistance of constructions to earthquakes, on the one hand, and, on the other hand, to increase the energetic efficiency of existing buildings …
Engineering (2 works) · Masonry (2 works) · Masonry and Concrete Structural Analysis (2 works) · Seismic Performance and Analysis (2 works) · Structural engineering (2 works) · Architectural engineering (1 work) · Building envelope (1 work) · Building materials and conservation (1 work) · Civil engineering (1 work) · Computer Science (1 work)