Sfoglia per Relatore  

Opzioni
Vai a: 0-9 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Mostrati risultati da 15 a 27 di 27
Tipologia Anno Titolo Titolo inglese Autore File
Lauree magistrali 2021 Identificazione dinamica e controlli non distruttivi su una chiesa storica a Noto. Confronto tra risultati sperimentali e numerici. Dynamic identification and non-destructive tests on a historic church in Noto. Comparison between experimental and numerical results. PITTON, ANDREA
Lauree magistrali a ciclo unico 2022 Indagine sperimentale sulla resistenza al taglio di nodi trave-colonna in calcestruzzo armato rinforzati mediante compositi FRCM Experimental investigation on the shear strengthening of reinforced concrete beam-column joints by means of FRCM composites MEO, FILIPPO
Lauree magistrali 2023 Investigating Mechanical Properties and Waste Management Strategies in the Sustainable Use of Construction Waste Investigating Mechanical Properties and Waste Management Strategies in the Sustainable Use of Construction Waste AL GHAZAWI, MAHDI
Lauree magistrali 2021 L'efficacia del confinamento tramite compositi FRCM soggetti ad alte temperature The effectiveness of confinement through FRCM composites subject to hight temperature FOGGETTI, DANIELA
Lauree magistrali 2021 L'Ingegneria Forense applicata alle strutture esposte al fuoco Forensic Engineering applied to structures exposed to fire REATO, ELENA
Lauree magistrali 2024 Mechanical and Durability properties of extrudable cob mixes with recycled materials Mechanical and Durability properties of extrudable cob mixes with recycled materials EIZADIANARAKI, NEGIN
Lauree magistrali 2024 MECHANICAL BEHAVIOUR OF CONCRETE MADE WITH INTEGRAL INCORPORATION OF CONCRETE SLUDGE WASTE MECHANICAL BEHAVIOUR OF CONCRETE MADE WITH INTEGRAL INCORPORATION OF CONCRETE SLUDGE WASTE JAFRI, SYED ALI HAIDER
Lauree magistrali a ciclo unico 2023 Modellazione di travi in calcestruzzo armato precompresso soggette a corrosione indotta da cloruri. Modeling of prestressed concrete beams subjected to chloride-induced corrosion. NERI, GIORGIO
Lauree magistrali a ciclo unico 2024 Progetto strutturale di un edificio realizzato mediante stampa 3D Structural design of a 3D printed building LUTMAN, FRANCESCO
Lauree magistrali 2024 Simulazioni numeriche per la caratterizzazione delle proprietà meccaniche per un materiale earth-based stampato in 3D Numerical simulations for the characterization of mechanical properties for 3D printed earth-based material BELTRAME, ALBERTO
Lauree magistrali 2024 Sustainability-driven risk analysis of reinforced concrete structures Topic : Sustainability-driven risk analysis of reinforced concrete structures The construction sector a critical driver in EU that impacts the environment due to 30% of total energy consumption, considering operational and embodied energy. The thesis focuses on developing a unified framework for evaluating the target reliability of reinforced concrete structures. Traditionally, target reliability has been derived by optimization of cost and safety ignoring the environmental toll. But achieving sustainability in civil infrastructure requires more than just minimizing material usage, it demands a careful trade-off between durability, safety margins, and environmental consequences across a structure’s life cycle. To address this, Fischer et al.’s (2019) monetary optimization model is expanded by introducing environmental costs and two new key variables the environmental class, reflecting the environmental cost relative to the construction cost, and the relative environmental cost, capturing the effect of reliability adjustments on environmental performance. This led to the development of a refined optimization equation that includes fixed and variable environmental costs also incorporating key inputs such as the age-averaged societal discount rate (γ), obsolescence rate (ω), consequence classes (CC1–CC3), and central safety factors (p). Probabilistic methods are employed to compute failure probabilities (Pf (p)), considering lognormal distributions for resistance and action variables (VR,VS). The Malkia Bridge in Finland served as a case study to validate the model. From the LCA of the bridge, dead loads are calculated based on material volumes and live load distribution using Courbon’s Method. Dead load and live load moments are analyzed using Staad.Pro and resistance moment is calculated using Eurocode 4 as the structure is a concrete-steel composite and used in the framework. MUKUNDAN, MEENU
Lauree magistrali 2021 VALUTAZIONE SPERIMENTALE DEL COMPORTAMENTO SISMICO DI NODI TRAVE-COLONNA IN C.A. CON ARMATURA TRASVERSALE Experimental evaluation of seismic behaviour of RC beam-coloumn joints with transverse reinforcement CAMPONOGARA, RICCARDO
Lauree magistrali 2024 Waste derived from the wind turbine manufacturing process in cementitious mortars: Experimental analysis of the mechanical, physical, and chemical properties of the mixtures Waste derived from the wind turbine manufacturing process in cementitious mortars: Experimental analysis of the mechanical, physical, and chemical properties of the mixtures BETTINI, ANDREA
Mostrati risultati da 15 a 27 di 27
Legenda icone

  •  file ad accesso aperto
  •  file ad accesso riservato
  •  file sotto embargo
  •  nessun file disponibile