Enviar búsqueda
Cargar
Tema #2 TDC
•
1 recomendación
•
471 vistas
Franco Bontempi Org Didattica
Seguir
Appello del 16 giugno 2020
Leer menos
Leer más
Educación
Denunciar
Compartir
Denunciar
Compartir
1 de 1
Descargar ahora
Descargar para leer sin conexión
Recomendados
Evoluzione della sperimentazione fisica su strutture in c.a./c.a.p.
50 anni.Image.Marked.pdf
50 anni.Image.Marked.pdf
Franco Bontempi Org Didattica
4. Comportamento di elementi inflessi (travi)
4. Comportamento di elementi inflessi.pdf
4. Comportamento di elementi inflessi.pdf
Franco Bontempi Org Didattica
Calcolo della precompressione: DOMINI e STRAUS7 Corso di Gestione di Ponti e Grandi Strutture A.A. 2021/22 Prof. Ing. Franco Bontempi Facoltà di Ingegneria Civile e Industriale Sapienza Università di Roma
Calcolo della precompressione: DOMINI e STRAUS7
Calcolo della precompressione: DOMINI e STRAUS7
Franco Bontempi Org Didattica
Scopo dell'evento è • illustrare l'identità culturale, e tecnica – di cui il progetto è parte fondante – del SSD Tecnica delle Costruzioni nella didattica, • evidenziando contemporaneamente le opportunità di collaborazione trasversale con altre discipline, • con particolare riferimento ai corsi della lauree magistrali o equivalenti, e livelli di formazione successivi (master e dottorati).
II evento didattica 5 aprile 2022 TECNICA DELLE COSTRUZIONI.pdf
II evento didattica 5 aprile 2022 TECNICA DELLE COSTRUZIONI.pdf
Franco Bontempi Org Didattica
L’incontro ha l’obiettivo di delineare l'identità culturale, scientifica e tecnica della disciplina della Tecnica delle Costruzioni nella didattica, evidenziando contemporaneamente le opportunità di collaborazione trasversale con altre discipline, con particolare riferimento ai corsi della lauree magistrali o equivalenti, e livelli di formazione successivi (master e dottorati).
ICAR 09_incontro del 5 aprile 2022_secondo annuncio.pdf
ICAR 09_incontro del 5 aprile 2022_secondo annuncio.pdf
Franco Bontempi Org Didattica
In recent years, there has been an increasing interest in permanent observation of the dynamic behaviour of bridges for longterm monitoring purpose. This is due not only to the ageing of a lot of structures, but also for dealing with the increasing complexity of new bridges. The long-term monitoring of bridges produces a huge quantity of data that need to be effectively processed. For this purpose, there has been a growing interest on the application of soft computing methods. In particular, this work deals with the applicability of Bayesian neural networks for the identification of damage of a cable-stayed bridge. The selected structure is a real bridge proposed as benchmark problem by the Asian-Pacific Network of Centers for Research in Smart Structure Technology (ANCRiSST). They shared data coming from the long-term monitoring of the bridge with the structural health monitoring community in order to assess the current progress on damage detection and identification methods with a full-scale example. The data set includes vibration data before and after the bridge was damaged, so they are useful for testing new approaches for damage detection. In the first part of the paper, the Bayesian neural network model is discussed; then in the second part, a Bayesian neural network procedure for damage detection has been tested. The proposed method is able to detect anomalies on the behaviour of the structure, which can be related to the presence of damage. In order to obtain a confirmation of the obtained results, in the last part of the paper, they are compared with those obtained by using a traditional approach for vibration-based structural identification.
Structural health monitoring of a cable-stayed bridge with Bayesian neural ne...
Structural health monitoring of a cable-stayed bridge with Bayesian neural ne...
Franco Bontempi Org Didattica
In recent years, structural integrity monitoring has become increasingly important in structural engineering and construction management. It represents an important tool for the assessment of the dependability of existing complex structural systems as it integrates, in a unified perspective, advanced engineering analyses and experimental data processing. In the first part of this work the concepts of dependability and structural integrity are discussed and it is shown that an effective integrity assessment needs advanced computational methods. For this purpose, soft computing methods have shown to be very useful. In particular, in this work the neural networks model is chosen and successfully improved by applying the Bayesian inference at four hierarchical levels: for training, optimization of the regularization terms, databased model selection, and evaluation of the relative importance of different inputs. In the second part of the article, Bayesian neural networks are used to formulate a multilevel strategy for the monitoring of the integrity of long span bridges subjected to environmental actions: in a first level the occurrence of damage is detected; in a following level the specific damaged element is recognized and the intensity of damage is quantified.
Soft computing based multilevel strategy for bridge integrity monitoring
Soft computing based multilevel strategy for bridge integrity monitoring
Franco Bontempi Org Didattica
This paper deals with the general framework for the development and the maintenance of complex structural systems. In the first part, starting with a semantic analysis of the term ‘structure’, the traditional approach to structural problem solving has been reconsidered. Consequently, a systemic approach for the formulation of the different kinds of direct and inverse problems has been framed, particularly with regards to structural design and maintenance. The overall design phase is defined with the aid of the performance-based design (PBD) philosophy, emphasizing the concepts of dependability and enlightening the role of structural identification. The second part of the present work analyses structural health monitoring (SHM) in the systemic way previously introduced. Finally, the techniques related to the implementation of the monitoring process are introduced and a synoptic overview of methods and instruments for structural health monitoring is presented, with particular attention to the ones necessary for structural damage identification.
Systemic approach for the maintenance of complex structural systems
Systemic approach for the maintenance of complex structural systems
Franco Bontempi Org Didattica
Recomendados
Evoluzione della sperimentazione fisica su strutture in c.a./c.a.p.
50 anni.Image.Marked.pdf
50 anni.Image.Marked.pdf
Franco Bontempi Org Didattica
4. Comportamento di elementi inflessi (travi)
4. Comportamento di elementi inflessi.pdf
4. Comportamento di elementi inflessi.pdf
Franco Bontempi Org Didattica
Calcolo della precompressione: DOMINI e STRAUS7 Corso di Gestione di Ponti e Grandi Strutture A.A. 2021/22 Prof. Ing. Franco Bontempi Facoltà di Ingegneria Civile e Industriale Sapienza Università di Roma
Calcolo della precompressione: DOMINI e STRAUS7
Calcolo della precompressione: DOMINI e STRAUS7
Franco Bontempi Org Didattica
Scopo dell'evento è • illustrare l'identità culturale, e tecnica – di cui il progetto è parte fondante – del SSD Tecnica delle Costruzioni nella didattica, • evidenziando contemporaneamente le opportunità di collaborazione trasversale con altre discipline, • con particolare riferimento ai corsi della lauree magistrali o equivalenti, e livelli di formazione successivi (master e dottorati).
II evento didattica 5 aprile 2022 TECNICA DELLE COSTRUZIONI.pdf
II evento didattica 5 aprile 2022 TECNICA DELLE COSTRUZIONI.pdf
Franco Bontempi Org Didattica
L’incontro ha l’obiettivo di delineare l'identità culturale, scientifica e tecnica della disciplina della Tecnica delle Costruzioni nella didattica, evidenziando contemporaneamente le opportunità di collaborazione trasversale con altre discipline, con particolare riferimento ai corsi della lauree magistrali o equivalenti, e livelli di formazione successivi (master e dottorati).
ICAR 09_incontro del 5 aprile 2022_secondo annuncio.pdf
ICAR 09_incontro del 5 aprile 2022_secondo annuncio.pdf
Franco Bontempi Org Didattica
In recent years, there has been an increasing interest in permanent observation of the dynamic behaviour of bridges for longterm monitoring purpose. This is due not only to the ageing of a lot of structures, but also for dealing with the increasing complexity of new bridges. The long-term monitoring of bridges produces a huge quantity of data that need to be effectively processed. For this purpose, there has been a growing interest on the application of soft computing methods. In particular, this work deals with the applicability of Bayesian neural networks for the identification of damage of a cable-stayed bridge. The selected structure is a real bridge proposed as benchmark problem by the Asian-Pacific Network of Centers for Research in Smart Structure Technology (ANCRiSST). They shared data coming from the long-term monitoring of the bridge with the structural health monitoring community in order to assess the current progress on damage detection and identification methods with a full-scale example. The data set includes vibration data before and after the bridge was damaged, so they are useful for testing new approaches for damage detection. In the first part of the paper, the Bayesian neural network model is discussed; then in the second part, a Bayesian neural network procedure for damage detection has been tested. The proposed method is able to detect anomalies on the behaviour of the structure, which can be related to the presence of damage. In order to obtain a confirmation of the obtained results, in the last part of the paper, they are compared with those obtained by using a traditional approach for vibration-based structural identification.
Structural health monitoring of a cable-stayed bridge with Bayesian neural ne...
Structural health monitoring of a cable-stayed bridge with Bayesian neural ne...
Franco Bontempi Org Didattica
In recent years, structural integrity monitoring has become increasingly important in structural engineering and construction management. It represents an important tool for the assessment of the dependability of existing complex structural systems as it integrates, in a unified perspective, advanced engineering analyses and experimental data processing. In the first part of this work the concepts of dependability and structural integrity are discussed and it is shown that an effective integrity assessment needs advanced computational methods. For this purpose, soft computing methods have shown to be very useful. In particular, in this work the neural networks model is chosen and successfully improved by applying the Bayesian inference at four hierarchical levels: for training, optimization of the regularization terms, databased model selection, and evaluation of the relative importance of different inputs. In the second part of the article, Bayesian neural networks are used to formulate a multilevel strategy for the monitoring of the integrity of long span bridges subjected to environmental actions: in a first level the occurrence of damage is detected; in a following level the specific damaged element is recognized and the intensity of damage is quantified.
Soft computing based multilevel strategy for bridge integrity monitoring
Soft computing based multilevel strategy for bridge integrity monitoring
Franco Bontempi Org Didattica
This paper deals with the general framework for the development and the maintenance of complex structural systems. In the first part, starting with a semantic analysis of the term ‘structure’, the traditional approach to structural problem solving has been reconsidered. Consequently, a systemic approach for the formulation of the different kinds of direct and inverse problems has been framed, particularly with regards to structural design and maintenance. The overall design phase is defined with the aid of the performance-based design (PBD) philosophy, emphasizing the concepts of dependability and enlightening the role of structural identification. The second part of the present work analyses structural health monitoring (SHM) in the systemic way previously introduced. Finally, the techniques related to the implementation of the monitoring process are introduced and a synoptic overview of methods and instruments for structural health monitoring is presented, with particular attention to the ones necessary for structural damage identification.
Systemic approach for the maintenance of complex structural systems
Systemic approach for the maintenance of complex structural systems
Franco Bontempi Org Didattica
TDC 15 febbraio 2022
Elenco studenti esaminandi
Elenco studenti esaminandi
Franco Bontempi Org Didattica
Disegni strutturali e particolari costruttivi di ponti in cemento armato raccolti dall'Ing. Cosimo Bianchi. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di ponti in cemento armato.
Costruzione di ponti in cemento armato.
Franco Bontempi Org Didattica
Disegni strutturali e particolari costruttivi di ponti in acciaio raccolti dall'Ing. Cosimo Bianchi. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di ponti in acciaio
Costruzione di ponti in acciaio
Franco Bontempi Org Didattica
Libro che raccoglie le lezioni del Prof. Giulio Ceradini a cura del Prof. Carlo Gavarini. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di Ponti - Ceradini
Costruzione di Ponti - Ceradini
Franco Bontempi Org Didattica
Analisi strutturale nonlineare in presenza di softening
The role of softening in the numerical analysis of R.C. framed structures
The role of softening in the numerical analysis of R.C. framed structures
Franco Bontempi Org Didattica
A numerical approach to the reliability analysis of reinforced and prestressed concrete structures is presented. The problem is formulated in terms of the probabilistic safety factor and the structural reliability is evaluated by Monte Carlo simulation. The cumulative distribution of the safety factor associated with each limit state is derived and a reliability index is evaluated. The proposed procedure is applied to reliability analysis of an existing prestressed concrete arch bridge.
Reliability of material and geometrically non-linear reinforced and prestress...
Reliability of material and geometrically non-linear reinforced and prestress...
Franco Bontempi Org Didattica
This paper presents a general approach to the probabilistic prediction of the structural service life and to the maintenance planning of deteriorating concrete structures. The proposed formulation is based on a novel methodology for the assessment of the time-variant structural performance under the diffusive attack of external aggressive agents. Based on this methodology, Monte Carlo simulation is used to account for the randomness of the main structural parameters, including material properties, geometrical parameters, area and location of the reinforcement, material diffusivity and damage rates. The time-variant reliability is then computed with respect to proper measures of structural performance. The results of the lifetime durability analysis are finally used to select, among different maintenance scenarios, the most economical rehabilitation strategy leading to a prescribed target value of the structural service life. Two numerical applications, a box-girder bridge deck and a pier of an existing bridge, show the effectiveness of the proposed methodology.
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Franco Bontempi Org Didattica
This paper presents a novel approach to the problem of durability analysis and lifetime assessment of concrete structures under the diffusive attack from external aggressive agents. The proposed formulation mainly refers to beams and frames, but it can be easily extended also to other types of structures. The diffusion process is modeled by using cellular automata. The mechanical damage coupled to diffusion is evaluated by introducing suitable material degradation laws. Since the rate of mass diffusion usually depends on the stress state, the interaction between the diffusion process and the mechanical behavior of the damaged structure is also taken into account by a proper modeling of the stochastic effects in the mass transfer. To this aim, the nonlinear structural analyses during time are performed within the framework of the finite element method by means of a deteriorating reinforced concrete beam element. The effectiveness of the proposed methodology in handling complex geometrical and mechanical boundary conditions is demonstrated through some applications. Firstly, a reinforced concrete box girder cross section is considered and the damaging process is described by the corresponding evolution of both bending moment–curvature diagrams and axial force-bending moment resistance domains. Secondly, the durability analysis of a reinforced concrete continuous T-beam is developed. Finally, the proposed approach is applied to the analysis of an existing arch bridge and to the identification of its critical members.
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
Franco Bontempi Org Didattica
The paper deals with the assessment during time of r.c. structures under damage due to diffusion of external agents inside the structure. The diffusion process is modelled by a cellular automata based approach, taking the interaction with the mechanical state of the structures, i.e. the cracking state of the structures, into account. A so-called staggered process then solves the coupled problem. An application shows the effectiveness of the proposed analysis strategy, together some design considerations about the structural robustness. Atti Congresso CTE, Pisa 2000
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
Franco Bontempi Org Didattica
Esami a distanza. Severgnini. Corriere della sera.
Esami a distanza. Severgnini. Corriere della sera.
Esami a distanza. Severgnini. Corriere della sera.
Franco Bontempi Org Didattica
Prova di Tecnica delle Costruzioni dl 26 gennaio 2022.
Tdc prova 2022 01-26
Tdc prova 2022 01-26
Franco Bontempi Org Didattica
appello TDC 26 GENNAIO 2021
Risultati
Risultati
Franco Bontempi Org Didattica
appello del 16 ottobre 2021
Voti
Voti
Franco Bontempi Org Didattica
prova scritta TDC 16 ottobre 2021
Prova Scritta TDC 16 ottobre2021
Prova Scritta TDC 16 ottobre2021
Franco Bontempi Org Didattica
Prova scritta TDC 21 settembre 2021
Prova scritta TDC 21 settembre 2021
Prova scritta TDC 21 settembre 2021
Franco Bontempi Org Didattica
appello
Settembre 2021
Settembre 2021
Franco Bontempi Org Didattica
prova
Tdc 2021 09-21
Tdc 2021 09-21
Franco Bontempi Org Didattica
Libro del Prof. Samuele Ferretti su piastre e tubi.
Piastre e tubi - Samuele Ferretti
Piastre e tubi - Samuele Ferretti
Franco Bontempi Org Didattica
Domanda del 6 luglio 2021
Appello di Tecnica delle Costruzioni
Appello di Tecnica delle Costruzioni
Franco Bontempi Org Didattica
Domanda appello di Tecnica delle Costruzioni del 6 luglio 2021.
Descrivere questo elemento strutturale e indicare le cause del collasso
Descrivere questo elemento strutturale e indicare le cause del collasso
Franco Bontempi Org Didattica
arte
case passive_GiorgiaDeAscaniis.pptx.....
case passive_GiorgiaDeAscaniis.pptx.....
giorgiadeascaniis59
La storia di Steve Jobs e il suo rivale Jeff Bezos
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
teccarellilorenzo
Más contenido relacionado
Más de Franco Bontempi Org Didattica
TDC 15 febbraio 2022
Elenco studenti esaminandi
Elenco studenti esaminandi
Franco Bontempi Org Didattica
Disegni strutturali e particolari costruttivi di ponti in cemento armato raccolti dall'Ing. Cosimo Bianchi. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di ponti in cemento armato.
Costruzione di ponti in cemento armato.
Franco Bontempi Org Didattica
Disegni strutturali e particolari costruttivi di ponti in acciaio raccolti dall'Ing. Cosimo Bianchi. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di ponti in acciaio
Costruzione di ponti in acciaio
Franco Bontempi Org Didattica
Libro che raccoglie le lezioni del Prof. Giulio Ceradini a cura del Prof. Carlo Gavarini. Ad uso esclusivo degli Allievi del Corso di Teoria e Progetto di Ponti della Facoltà di Ingegneria della Sapienza - Prof. Ing. Franco Bontempi
Costruzione di Ponti - Ceradini
Costruzione di Ponti - Ceradini
Franco Bontempi Org Didattica
Analisi strutturale nonlineare in presenza di softening
The role of softening in the numerical analysis of R.C. framed structures
The role of softening in the numerical analysis of R.C. framed structures
Franco Bontempi Org Didattica
A numerical approach to the reliability analysis of reinforced and prestressed concrete structures is presented. The problem is formulated in terms of the probabilistic safety factor and the structural reliability is evaluated by Monte Carlo simulation. The cumulative distribution of the safety factor associated with each limit state is derived and a reliability index is evaluated. The proposed procedure is applied to reliability analysis of an existing prestressed concrete arch bridge.
Reliability of material and geometrically non-linear reinforced and prestress...
Reliability of material and geometrically non-linear reinforced and prestress...
Franco Bontempi Org Didattica
This paper presents a general approach to the probabilistic prediction of the structural service life and to the maintenance planning of deteriorating concrete structures. The proposed formulation is based on a novel methodology for the assessment of the time-variant structural performance under the diffusive attack of external aggressive agents. Based on this methodology, Monte Carlo simulation is used to account for the randomness of the main structural parameters, including material properties, geometrical parameters, area and location of the reinforcement, material diffusivity and damage rates. The time-variant reliability is then computed with respect to proper measures of structural performance. The results of the lifetime durability analysis are finally used to select, among different maintenance scenarios, the most economical rehabilitation strategy leading to a prescribed target value of the structural service life. Two numerical applications, a box-girder bridge deck and a pier of an existing bridge, show the effectiveness of the proposed methodology.
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Franco Bontempi Org Didattica
This paper presents a novel approach to the problem of durability analysis and lifetime assessment of concrete structures under the diffusive attack from external aggressive agents. The proposed formulation mainly refers to beams and frames, but it can be easily extended also to other types of structures. The diffusion process is modeled by using cellular automata. The mechanical damage coupled to diffusion is evaluated by introducing suitable material degradation laws. Since the rate of mass diffusion usually depends on the stress state, the interaction between the diffusion process and the mechanical behavior of the damaged structure is also taken into account by a proper modeling of the stochastic effects in the mass transfer. To this aim, the nonlinear structural analyses during time are performed within the framework of the finite element method by means of a deteriorating reinforced concrete beam element. The effectiveness of the proposed methodology in handling complex geometrical and mechanical boundary conditions is demonstrated through some applications. Firstly, a reinforced concrete box girder cross section is considered and the damaging process is described by the corresponding evolution of both bending moment–curvature diagrams and axial force-bending moment resistance domains. Secondly, the durability analysis of a reinforced concrete continuous T-beam is developed. Finally, the proposed approach is applied to the analysis of an existing arch bridge and to the identification of its critical members.
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
Franco Bontempi Org Didattica
The paper deals with the assessment during time of r.c. structures under damage due to diffusion of external agents inside the structure. The diffusion process is modelled by a cellular automata based approach, taking the interaction with the mechanical state of the structures, i.e. the cracking state of the structures, into account. A so-called staggered process then solves the coupled problem. An application shows the effectiveness of the proposed analysis strategy, together some design considerations about the structural robustness. Atti Congresso CTE, Pisa 2000
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
Franco Bontempi Org Didattica
Esami a distanza. Severgnini. Corriere della sera.
Esami a distanza. Severgnini. Corriere della sera.
Esami a distanza. Severgnini. Corriere della sera.
Franco Bontempi Org Didattica
Prova di Tecnica delle Costruzioni dl 26 gennaio 2022.
Tdc prova 2022 01-26
Tdc prova 2022 01-26
Franco Bontempi Org Didattica
appello TDC 26 GENNAIO 2021
Risultati
Risultati
Franco Bontempi Org Didattica
appello del 16 ottobre 2021
Voti
Voti
Franco Bontempi Org Didattica
prova scritta TDC 16 ottobre 2021
Prova Scritta TDC 16 ottobre2021
Prova Scritta TDC 16 ottobre2021
Franco Bontempi Org Didattica
Prova scritta TDC 21 settembre 2021
Prova scritta TDC 21 settembre 2021
Prova scritta TDC 21 settembre 2021
Franco Bontempi Org Didattica
appello
Settembre 2021
Settembre 2021
Franco Bontempi Org Didattica
prova
Tdc 2021 09-21
Tdc 2021 09-21
Franco Bontempi Org Didattica
Libro del Prof. Samuele Ferretti su piastre e tubi.
Piastre e tubi - Samuele Ferretti
Piastre e tubi - Samuele Ferretti
Franco Bontempi Org Didattica
Domanda del 6 luglio 2021
Appello di Tecnica delle Costruzioni
Appello di Tecnica delle Costruzioni
Franco Bontempi Org Didattica
Domanda appello di Tecnica delle Costruzioni del 6 luglio 2021.
Descrivere questo elemento strutturale e indicare le cause del collasso
Descrivere questo elemento strutturale e indicare le cause del collasso
Franco Bontempi Org Didattica
Más de Franco Bontempi Org Didattica
(20)
Elenco studenti esaminandi
Elenco studenti esaminandi
Costruzione di ponti in cemento armato.
Costruzione di ponti in cemento armato.
Costruzione di ponti in acciaio
Costruzione di ponti in acciaio
Costruzione di Ponti - Ceradini
Costruzione di Ponti - Ceradini
The role of softening in the numerical analysis of R.C. framed structures
The role of softening in the numerical analysis of R.C. framed structures
Reliability of material and geometrically non-linear reinforced and prestress...
Reliability of material and geometrically non-linear reinforced and prestress...
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Probabilistic Service Life Assessment and Maintenance Planning of Concrete St...
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
Cellular Automata Approach to Durability Analysis of Concrete Structures in A...
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
UNA FORMULAZIONE DEL DEGRADO DELLA RISPOSTA DI STRUTTURE INTELAIATE IN C.A./C...
Esami a distanza. Severgnini. Corriere della sera.
Esami a distanza. Severgnini. Corriere della sera.
Tdc prova 2022 01-26
Tdc prova 2022 01-26
Risultati
Risultati
Voti
Voti
Prova Scritta TDC 16 ottobre2021
Prova Scritta TDC 16 ottobre2021
Prova scritta TDC 21 settembre 2021
Prova scritta TDC 21 settembre 2021
Settembre 2021
Settembre 2021
Tdc 2021 09-21
Tdc 2021 09-21
Piastre e tubi - Samuele Ferretti
Piastre e tubi - Samuele Ferretti
Appello di Tecnica delle Costruzioni
Appello di Tecnica delle Costruzioni
Descrivere questo elemento strutturale e indicare le cause del collasso
Descrivere questo elemento strutturale e indicare le cause del collasso
Último
arte
case passive_GiorgiaDeAscaniis.pptx.....
case passive_GiorgiaDeAscaniis.pptx.....
giorgiadeascaniis59
La storia di Steve Jobs e il suo rivale Jeff Bezos
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
teccarellilorenzo
.
Presentazione tre geni della tecnologia informatica
Presentazione tre geni della tecnologia informatica
nico07fusco
Informatica
Tosone Christian_Steve Jobsaaaaaaaa.pptx
Tosone Christian_Steve Jobsaaaaaaaa.pptx
lorenzodemidio01
Scienze
Scienza Potere Puntoaaaaaaaaaaaaaaa.pptx
Scienza Potere Puntoaaaaaaaaaaaaaaa.pptx
lorenzodemidio01
La mia presentazione sull'impero di Carlo Magno
Storia-CarloMagno-TeccarelliLorenzo.pptx
Storia-CarloMagno-TeccarelliLorenzo.pptx
teccarellilorenzo
Platone e il mito della caverna
TeccarelliLorenzo-Mitodella.cavernaa.pdf
TeccarelliLorenzo-Mitodella.cavernaa.pdf
teccarellilorenzo
Materiale conferenza online 09 aprile 2024
Esame di Stato 2024 - Materiale conferenza online 09 aprile 2024
Esame di Stato 2024 - Materiale conferenza online 09 aprile 2024
IISGiovanniVallePado
Arte
Nicola pisano aaaaaaaaaaaaaaaaaa(1).pptx
Nicola pisano aaaaaaaaaaaaaaaaaa(1).pptx
lorenzodemidio01
https://app.box.com/s/38st5twpao9zjcba6k1b8fa486qmfgx4
CHIẾN THẮNG KÌ THI TUYỂN SINH VÀO LỚP 10 THPT MÔN NGỮ VĂN - PHAN THẾ HOÀI (36...
CHIẾN THẮNG KÌ THI TUYỂN SINH VÀO LỚP 10 THPT MÔN NGỮ VĂN - PHAN THẾ HOÀI (36...
Nguyen Thanh Tu Collection
italiano
Oppressi_oppressori.pptx................
Oppressi_oppressori.pptx................
giorgiadeascaniis59
scienze
LE ALGHE.pptx ..........................
LE ALGHE.pptx ..........................
giorgiadeascaniis59
Introduzione ad Elsa Morante
Una breve introduzione ad Elsa Morante, vita e opere
Una breve introduzione ad Elsa Morante, vita e opere
Marco Chizzali
Progetto creato per la scuola.
Vuoi girare il mondo? educazione civica.
Vuoi girare il mondo? educazione civica.
camillaorlando17
I 4 stili utilizzati nella pittura romana
TeccarelliLorenzo-i4stilidellapitturaromana.docx
TeccarelliLorenzo-i4stilidellapitturaromana.docx
teccarellilorenzo
.
Adducchio.Samuel-Steve_Jobs.ppppppppppptx
Adducchio.Samuel-Steve_Jobs.ppppppppppptx
sasaselvatico
Educazione Civica
ProgettoDiEducazioneCivicaDefinitivo_Christian Tosone.pptx
ProgettoDiEducazioneCivicaDefinitivo_Christian Tosone.pptx
lorenzodemidio01
Último
(17)
case passive_GiorgiaDeAscaniis.pptx.....
case passive_GiorgiaDeAscaniis.pptx.....
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
TeccarelliLorenzo-PrimadiSteveJobselasuaconcorrenza.pptx
Presentazione tre geni della tecnologia informatica
Presentazione tre geni della tecnologia informatica
Tosone Christian_Steve Jobsaaaaaaaa.pptx
Tosone Christian_Steve Jobsaaaaaaaa.pptx
Scienza Potere Puntoaaaaaaaaaaaaaaa.pptx
Scienza Potere Puntoaaaaaaaaaaaaaaa.pptx
Storia-CarloMagno-TeccarelliLorenzo.pptx
Storia-CarloMagno-TeccarelliLorenzo.pptx
TeccarelliLorenzo-Mitodella.cavernaa.pdf
TeccarelliLorenzo-Mitodella.cavernaa.pdf
Esame di Stato 2024 - Materiale conferenza online 09 aprile 2024
Esame di Stato 2024 - Materiale conferenza online 09 aprile 2024
Nicola pisano aaaaaaaaaaaaaaaaaa(1).pptx
Nicola pisano aaaaaaaaaaaaaaaaaa(1).pptx
CHIẾN THẮNG KÌ THI TUYỂN SINH VÀO LỚP 10 THPT MÔN NGỮ VĂN - PHAN THẾ HOÀI (36...
CHIẾN THẮNG KÌ THI TUYỂN SINH VÀO LỚP 10 THPT MÔN NGỮ VĂN - PHAN THẾ HOÀI (36...
Oppressi_oppressori.pptx................
Oppressi_oppressori.pptx................
LE ALGHE.pptx ..........................
LE ALGHE.pptx ..........................
Una breve introduzione ad Elsa Morante, vita e opere
Una breve introduzione ad Elsa Morante, vita e opere
Vuoi girare il mondo? educazione civica.
Vuoi girare il mondo? educazione civica.
TeccarelliLorenzo-i4stilidellapitturaromana.docx
TeccarelliLorenzo-i4stilidellapitturaromana.docx
Adducchio.Samuel-Steve_Jobs.ppppppppppptx
Adducchio.Samuel-Steve_Jobs.ppppppppppptx
ProgettoDiEducazioneCivicaDefinitivo_Christian Tosone.pptx
ProgettoDiEducazioneCivicaDefinitivo_Christian Tosone.pptx
Descargar ahora
