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Prodotti della tipologia (ordinati per Data di deposito in Decrescente ordine): 4.501 a 4.520 di 18.969

Spandrel panels in masonry buildings: Effectiveness of the diagonal strut model within the equivalent frame model

2020-01-01 Sandoli, A.; Musella, C.; Piero Lignola, G.; Calderoni, B.; Prota, A.

FRP-reinforced masonry spandrels: Experimental campaign on reduced-scale specimens

2020-01-01 Sandoli, A.; Pacella, G.; Lignola, G. P.; Calderoni, B.; Prota, A.

Evaluation of Different Amendment Combinations Associated with Trifolium repens to Stabilize Pb and As in a Mine-Contaminated Soil

2020-01-01 Simiele, M.; Lebrun, M.; Del Cioppo, G.; Scippa, S. G.; Trupiano, D.; Bourgerie, S.; Morabito, D.

Methodology for an effective retrofitting strategy of existing masonry buildings: A case study near L’Aquila

2021-01-01 Sandoli, A.; Calderoni, B.

Role of perpendicular to grain compression properties on the seismic behaviour of CLT walls

2021-01-01 Sandoli, A.; D'Ambra, C.; Ceraldi, C.; Calderoni, B.; Prota, A.

Structural behaviour of stop-splayed scarf joint reinforced with timber pegs

2021-01-01 Ceraldi, C.; D'Ambra, C.; Lippiello, M.; Sandoli, A.; Prota, A.

Sustainable cross-laminated timber structures in a seismic area: Overview and future trends

2021-01-01 Sandoli, A.; D'Ambra, C.; Ceraldi, C.; Calderoni, B.; Prota, A.

A Displacement-Based Design Methodology Devoted To Post-Tensioned Timber Walls For Seismic Retrofit Of An Existing Rc Building|Una Metodologia Displacment-Based Per Il Progetto Di Pareti In Legno Utilizzate Per Il Miglioramento Sismico Di Un Edifico Esistente In Cemento Armato

2021-01-01 Sandoli, A.; Calderoni, B.; Prota, A.

PROS and CONS of linear and nonlinear seismic analyses for existing URM structures: Application to a historical building

2021-01-01 Sandoli, A.; Pacella, G.; Cordasco, E. A.; Calderoni, B.

Fragility curves for Italian URM buildings based on a hybrid method

2021-01-01 Sandoli, A.; Lignola, G. P.; Calderoni, B.; Prota, A.

Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)

2023-01-01 Sandoli, A.; Pacella, G.; Calderoni, B.; Brandonisio, G.; Lignola, G. P.; Prota, A.

Masonry spandrels reinforced by thin-steel stripes: Experimental program on reduced-scale specimens

2021-01-01 Sandoli, A.; Pacella, G.; Lignola, G. P.; Calderoni, B.; Prota, A.

The Italian instructions for the design, execution and control of timber constructions (CNR-DT 206 R1/2018)

2022-01-01 Faggiano, B.; Sandoli, A.; Iovane, G.; Fragiacomo, M.; Bedon, C.; Gubana, A.; Ceraldi, C.; Follesa, M.; Gattesco, N.; Giubileo, C.; Pio Lauriola, M.; Podesta, S.; Calderoni, B.

Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves

2022-01-01 Sandoli, A.; Calderoni, B.; Lignola, G. P.; Prota, A.

Role of timber pegs in reinforcing stop-splayed scarf joints

2022-01-01 Ceraldi, C.; Sandoli, A.; Lippiello, M.; Prota, A.

Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy) (Bulletin of Earthquake Engineering, (2023), 21, 2, (1047-1077), 10.1007/s10518-022-01569-8)

2023-01-01 Sandoli, A.; Pacella, G.; Calderoni, B.; Brandonisio, G.; Lignola, G. P.; Prota, A.

Seismic Fragility Assessment of Inner Peripheries of Italy through Digital Crowd-Sourcing Technologies

2023-01-01 Sandoli, A.; Lignola, G. P.; Prota, A.; Fabbrocino, G.

Effect of the axial force on shear and flexural strength of masonry spandrels

2023-01-01 Sandoli, A.; Calderoni, B.; Lignola, G. P.; Prota, A.

Feasibility of Timber Pegged Joints for Seismic Design of Structures

2023-01-01 Sandoli, A.; Ceraldi, C.; Prota, A.

An integrated method for high-resolution definition of new diameter-based fine root sub-classes of Fagus sylvatica L

2018-01-01 Montagnoli, A.; Terzaghi, M.; Giussani, B.; Scippa, G.; Chiatante, D.

Titolo	Data di pubblicazione	Autore(i)
Spandrel panels in masonry buildings: Effectiveness of the diagonal strut model within the equivalent frame model	1-gen-2020	Sandoli, A.; Musella, C.; Piero Lignola, G.; Calderoni, B.; Prota, A.
FRP-reinforced masonry spandrels: Experimental campaign on reduced-scale specimens	1-gen-2020	Sandoli, A.; Pacella, G.; Lignola, G. P.; Calderoni, B.; Prota, A.
Evaluation of Different Amendment Combinations Associated with Trifolium repens to Stabilize Pb and As in a Mine-Contaminated Soil	1-gen-2020	Simiele, M.; Lebrun, M.; Del Cioppo, G.; Scippa, S. G.; Trupiano, D.; Bourgerie, S.; Morabito, D.
Methodology for an effective retrofitting strategy of existing masonry buildings: A case study near L’Aquila	1-gen-2021	Sandoli, A.; Calderoni, B.
Role of perpendicular to grain compression properties on the seismic behaviour of CLT walls	1-gen-2021	Sandoli, A.; D'Ambra, C.; Ceraldi, C.; Calderoni, B.; Prota, A.
Structural behaviour of stop-splayed scarf joint reinforced with timber pegs	1-gen-2021	Ceraldi, C.; D'Ambra, C.; Lippiello, M.; Sandoli, A.; Prota, A.
Sustainable cross-laminated timber structures in a seismic area: Overview and future trends	1-gen-2021	Sandoli, A.; D'Ambra, C.; Ceraldi, C.; Calderoni, B.; Prota, A.
A Displacement-Based Design Methodology Devoted To Post-Tensioned Timber Walls For Seismic Retrofit Of An Existing Rc Building\|Una Metodologia Displacment-Based Per Il Progetto Di Pareti In Legno Utilizzate Per Il Miglioramento Sismico Di Un Edifico Esistente In Cemento Armato	1-gen-2021	Sandoli, A.; Calderoni, B.; Prota, A.
PROS and CONS of linear and nonlinear seismic analyses for existing URM structures: Application to a historical building	1-gen-2021	Sandoli, A.; Pacella, G.; Cordasco, E. A.; Calderoni, B.
Fragility curves for Italian URM buildings based on a hybrid method	1-gen-2021	Sandoli, A.; Lignola, G. P.; Calderoni, B.; Prota, A.
Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)	1-gen-2023	Sandoli, A.; Pacella, G.; Calderoni, B.; Brandonisio, G.; Lignola, G. P.; Prota, A.
Masonry spandrels reinforced by thin-steel stripes: Experimental program on reduced-scale specimens	1-gen-2021	Sandoli, A.; Pacella, G.; Lignola, G. P.; Calderoni, B.; Prota, A.
The Italian instructions for the design, execution and control of timber constructions (CNR-DT 206 R1/2018)	1-gen-2022	Faggiano, B.; Sandoli, A.; Iovane, G.; Fragiacomo, M.; Bedon, C.; Gubana, A.; Ceraldi, C.; Follesa, M.; Gattesco, N.; Giubileo, C.; Pio Lauriola, M.; Podesta, S.; Calderoni, B.
Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves	1-gen-2022	Sandoli, A.; Calderoni, B.; Lignola, G. P.; Prota, A.
Role of timber pegs in reinforcing stop-splayed scarf joints	1-gen-2022	Ceraldi, C.; Sandoli, A.; Lippiello, M.; Prota, A.
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy) (Bulletin of Earthquake Engineering, (2023), 21, 2, (1047-1077), 10.1007/s10518-022-01569-8)	1-gen-2023	Sandoli, A.; Pacella, G.; Calderoni, B.; Brandonisio, G.; Lignola, G. P.; Prota, A.
Seismic Fragility Assessment of Inner Peripheries of Italy through Digital Crowd-Sourcing Technologies	1-gen-2023	Sandoli, A.; Lignola, G. P.; Prota, A.; Fabbrocino, G.
Effect of the axial force on shear and flexural strength of masonry spandrels	1-gen-2023	Sandoli, A.; Calderoni, B.; Lignola, G. P.; Prota, A.
Feasibility of Timber Pegged Joints for Seismic Design of Structures	1-gen-2023	Sandoli, A.; Ceraldi, C.; Prota, A.
An integrated method for high-resolution definition of new diameter-based fine root sub-classes of Fagus sylvatica L	1-gen-2018	Montagnoli, A.; Terzaghi, M.; Giussani, B.; Scippa, G.; Chiatante, D.

Prodotti della tipologia (ordinati per Data di deposito in Decrescente ordine): 4.501 a 4.520 di 18.969

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