Softening and Bond Slip Nonlinear Analysis - SEWC 1998

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Franco Bontempi

The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive function. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms.

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

Softening and Bond Slip Nonlinear Analysis - SEWC 1998

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Pordenone - Casa dello Studente “A. Zanussi” Venerdì 30 maggio 2014 (ore 9.00/13.00 - 14.30/18.30) Sabato 31 maggio 2014 (ore 9.00/13.00) durata 12 ore Per l’iniziativa è stata presentata la richiesta di autorizzazione per il riconoscimento dell’aggiornamento obbligatorio per gli iscritti negli elenchi del Ministero dell’Interno di cui all’art.7 del D.M. 5 agosto 2011. Per ottenere l’aggiornamento è necessaria la presenza all’intero evento. La partecipazione consentirà di acquisire 12 cfp per gli ingegneri iscritti agli albi. L’iniziativa è organizzata dall’Ordine degli Ingegneri della Provincia di Pordenone con la collaborazione di StroNGER S.r.l. StroNGER S.r.l. è uno spin-off di ricerca che opera come anello di collegamento tra la ricerca applicativa e il settore operativo dell’Ingegneria Civile ed Ambientale. http://www.isiformazione.it/ita/pop_det_evento.asp?IDEdizione=99&CodOrdine=ING-PN

Corso RESISTENZA AL FUOCO - Ordine degli Ingegneri della Provincia di Pordenone

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Franco Bontempi

Due to the significant vertical elevation and complexity of the structural system, high rise buildings may suffer from the effects of fire more than other structures. For this reason, in addition to evacuation strategies and active fire protection, a careful consideration of structural response to fire is also very important. In this context, it is of interest to investigate the characteristics of the structural system that could possibly reduce local damages or mitigate the progression of failures in case of fire. In this paper, a steel high rise building is taken as case study and the response of the building is investigated up to the crisis of the structure with respect to a standard fire in a lower and in a higher storey: the comparison of the fire induced failures at the different height allows highlighting the role played in the resulting collapse mechanisms by the beam-column stiffness ratio and by the loading condition.

Structural Response of Steel High Rise Buildings to Fire: System Characterist...

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Franco Bontempi

Si esamina il problema della ricerca di schemi strutturali ottimali mediante l’impiego di procedure evolutive denominate ESO (Evolutionary Structural Optimisation). Queste procedure operano in accordo con un principio generale di natura euristica in base al quale, eliminando gradualmente porzioni di materiale inefficiente da un assegnata struttura sovradimensionata, la forma e la topologia della struttura risultante evolvono verso una configurazione ottimale. In questo lavoro, dopo aver richiamato i principi evolutivi e gli algoritmi alla base del metodo, le procedure ESO per strutture omogenee vengono estese al caso delle strutture composte da più materiali ed applicate all’identificazione di modelli Strut-and-Tie consistenti in elementi di cemento armato. The problem in searching for optimal structural schemes by means of evolutionary procedures called ESO (Evolutionary Structural Optimisation) is considered. Such procedures operate on the basis of the general heuristic principle that by slowly removing regions of inefficient material, belonging to a given over-designed structure, its shape and topology evolve toward an optimal configuration. In this work, after the evolutionary principles and the algorithms on which the method is based have been recalled, the ESO procedures for homogeneous structures are extended to the case of structures composed by several materials and applied to the identification of consistent Strut-and-Tie models in reinforced concrete elements.

MODELLI STRUT-AND-TIE EMERGENTI DALL’OTTIMIZZAZIONE TOPOLOGICA EVOLUTIVA DI ...

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Offshore wind turbines are complex structural and mechanical systems located in a highly demanding environment. This paper proposes a multi-level system approach for studying the structural behavior of the support structure of an offshore wind turbine. In accordance with this approach, a proper numerical modeling requires the adoption of a suitable technique in order to organize the qualitative and quantitative assessment in various sub-problems, which can be solved by means of sub-models at different levels of detail, both for the structural behavior and for the simulation of loads. Consequently, in a first place, the effects on the structural response induced by the uncertainty of the parameters used to describe the environmental actions and the finite element model of the structure are inquired. After that, a mesolevel FEM model of the blade is adopted in order to obtain the detailed load stress on the blade/hub connection.

Multi-level structural modeling of an offshore wind turbine

Multi-level structural modeling of an offshore wind turbine

Multi-level structural modeling of an offshore wind turbine

Franco Bontempi

Reinforced Concrete beams with tension and compression softening material constitutive laws are studied. Energy-based and non-local regularisation techniques are presented and applied to a R.C. element. The element characteristics (sectional tangent stiffness matrix, element tangent stiffness matrix restoring forces) are directly derived from their symbolic expressions through numerical integration. In this way the same spatial grid allows us to obtain a non-local strain estimate and also to sample the contributions to the element stiffness matrix. Three examples show the spurious behaviors due to the strain localization and the stabilization effects given by the regularisation techniques, both in the case of tension and compression softening. The possibility to overestimate the ultimate load level when the non-local strain measure is applied to a non softening material is shown.

The role of softening in the numerical analysis of RC framed structures

The role of softening in the numerical analysis of RC framed structures

The role of softening in the numerical analysis of RC framed structures

Franco Bontempi

In questo contributo si sono riportati ordinatamente i concetti generali che, in base all’esperienza degli autori, contribuiscono a comprendere le cause di un collasso strutturale o di un disastro, spiegandone l’evoluzione temporale. Preliminare a ogni indagine è la comprensione delle caratteristiche di complessità che possono presentarsi affrontando il problema in esame; l’analisi di sensibilità a specifici fattori e la presenza o assenza di robustezza strutturale sono punti che rendono la risoluzione del problema più o meno facile. Altrettanto fondamentale è la consapevolezza che un incidente ha spesso ragioni differenti e concomitanti, come illustrato dal modello di Reason. Gli strumenti che favoriscono la soluzione delle indagini sono la scomposizione gerarchica/ funzionale e la costruzione della catena temporale delle vicende con individuazione di uno snodo causale: fatto questo, in cascata si possono ricostruire i passi che completano la storia. Associato allo sviluppo temporale delle vicende è il profilo delle responsabilità che riesce a connettere attori e azioni anche distanti dal momento contingente del crollo. Fermo restando la tragicità che può aversi alla presenza di collassi strutturali, questi rappresentano eventi che mostrano il comportamento intimo delle strutture e la loro concezione: sono quindi situazioni che possono far riflettere sul modo di operare dei tecnici e che possono introdurre o affermare nuovi concetti come la cosiddetta fidatezza (dependability), mutuata dall’ambito dell’Informatica. È un concetto volto a definire la qualità globale di un sistema, attraverso la descrizione dei vari aspetti ritenuti fondamentali e dei fattori che li influenzano (Arangio et al., 2010).

02 arangio s

Franco Bontempi

Relazione generale per IF CRASC'15 Sapienza Universita' di Roma, Facolta' di Ingegneria Civile e Industriale, Via Eudossiana 18, 14-16 maggio 2015 Il presente contributo è basato sull’idea che la ricostruzione di una crisi strutturale (semplice rottura o collasso vero e proprio) sia basata su una chiara, corretta, e profonda conoscenza e comprensione delle basi di progetto che portano alla concezione di una costruzione e del processo di analisi che ne verifica la sicurezza e le prestazioni. Partendo da questa idea, l’articolo cerca di presentare in modo sintetico, ma ordinato, nell’introduzione l’orizzonte temporale e la traiettoria di vita che una costruzione può esperire, evidenziando nel successivo paragrafo il carattere sistemico di una struttura, ovvero enfatizzando la organizzazione gerarchica degli elementi strutturali che la formano: da questa ultima descrizione, si possono coerentemente valutare i livelli di crisi che si possono manifestare, giudicarne la gravità e indagarne i motivi. Successivamente, una riflessione necessaria riguarda la natura delle azioni che possono cimentare una costruzione, con le loro origini e caratteristiche in termini di intensità, probabilità di accadimento e gravità di conseguenze. Questo è un aspetto delicato, che dà il giusto rilievo agli accadimenti e agli approcci di analisi e di indagine necessari: questo punto è analogo all’idea che in una costruzione non tutti gli elementi hanno le stesse caratteristiche e la stessa importanza. Queste considerazioni generali non appaiono adeguatamente rimarcate dal quadro normativo corrente, spesso più attivo nelle descrizioni di dettaglio. Nel quarto paragrafo, si esamina la complessità di un problema strutturale (adattando uno schema noto in letteratura dai lavori di Perrow) e i differenti tipi di situazioni di progetto: evolutivo o innovativo. Questa distinzione è importante al fine di rendersi conto delle conoscenze (competenze) che si devono avere nell’affrontare il progetto: competenze che se mancanti o deficitarie possono essere origine di crisi strutturali. Esaminati seppur brevemente questi punti (orizzonte temporale e prestazionale di una struttura, sua organizzazione sistemica, natura delle azioni che possono cimentarla, possibili ragioni della complessità del problema strutturale associato), nel quinto paragrafo, si riporta il modello generale della genesi e dello sviluppo di un fallimento strutturale secondo Reason. L’ultimo paragrafo fornisce, infine, indicazioni sulla ricostruzione dell’evento e la risalita alle responsabilità dal punto di vista ingegneristico.

INGEGNERIA FORENSE STRUTTURALE: BASI DEL PROGETTO E RICOSTRUZIONE DEI COLLASSI

INGEGNERIA FORENSE STRUTTURALE: BASI DEL PROGETTO E RICOSTRUZIONE DEI COLLASSI

INGEGNERIA FORENSE STRUTTURALE: BASI DEL PROGETTO E RICOSTRUZIONE DEI COLLASSI

Franco Bontempi

Offshore Wind Turbine (OWT) is a relatively complex structural and mechanical system located in a highly demanding environment. In this study the fundamental aspects and the major issues related to the design of such structures are inquired. The System Approach is proposed to carry out the design of the structural parts: in accordance with this philosophy, decomposition of the system (environment, structure, actions/loads) and of the structural performance is carried out in order to organize the qualitative and quantitative assessments in various sub-problems. These aspects can be faced by sub-models of different involvedness both for the structural behavior and for the load models. Numerical models are developed accordingly to assess safety, performance and robustness under aerodynamic and hydrodynamic actions.

Advanced Topics in Offshore Wind Turbines Design

Advanced Topics in Offshore Wind Turbines Design

Advanced Topics in Offshore Wind Turbines Design

Franco Bontempi

In recent years more and more demanding structures are designed, built and operated to satisfy the increasing needs of the Society. This kind of structures can be denoted as complex ones. Among large constructions arrangements, Offshore Wind Turbines (OWT) are definitely complex structural systems, being this complexity related to different aspects such as hard nonlinearities, wide uncertainties and strong interactions, either among the single parts or between the whole structure and the design environment. On the whole, the quality of a complex system is denoted by the idea of dependability, while for a structure the performances are connected to the property of structural integrity, considered as the completeness and consistency of the structural configuration. Even if these concepts have been originally developed, respectively, in computer science and for aerospace applications they can be applied to other high performance systems as OWT. The present paper will show some specific aspects of the modern approach for the design and the analysis of complex structural systems. In the first part of the paper, the general aspects are recalled like the System Engineering approach and the Performance-based Design. Attention is devoted to some important aspects, such as the structure breakdown and the safety and performance allocations. In the second part of the paper, a basic application of the concepts introduced is presented.

Dependability of Offshore Wind Turbines

Dependability of Offshore Wind Turbines

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Franco Bontempi

The paper deals with the identification of optimal structural morphologies through evolutionary procedures. Two main approaches are considered. The first one simulates the Biological Growth (BG) of natural structures like the bones and the trees. The second one, called Evolutionary Structural Optimization (ESO), removes material at low stress level. Optimal configurations are addressed by proper optimality indexes and by a monitoring of the structural response. Design graphs suitable to this purpose are introduced and employed in the optimization of a pylon carrying a suspended roof and of a bridge under multiple loads.

Structural morphology optimization by evolutionary procedures

Structural morphology optimization by evolutionary procedures

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Aspetti delle caratteristiche prestazionali di barriere stradali tipo New Jer...

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Franco Bontempi

Abstract: This paper will present some simple ideas which form, in the authors’ experience, the basis for dealing with structural design and analysis in case of fire actions. To this aim, the following aspects are discussed: 1) the characteristics of high probability-low consequences (HPLC) versus low probability-high consequences (LPHC) events; 2) the systemic nature of fire accidents; 3) the concept of risk and the related activities, as risk analysis, risk assessment, and risk management; 4) the identification and development of fire scenarios. Specific attention is devoted to the interactions among the different aspects that need to be modelled, which are fire development, heat transfer, structural response and human behaviour. In the last part, some considerations are developed considering the case of a tall building subjected to fire and few critical results of the structural analysis are discussed. Reference to this paper should be made as follows: Arangio, S. and Bontempi, F. (2013) ‘Basis of the analysis and design for fire-induced collapses in structures’, Int. J. Lifecycle Performance Engineering, Vol. 1, No. 2, pp.115–134.

Basis of the analysis and design for fire-induced collapses in structures

Basis of the analysis and design for fire-induced collapses in structures

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Franco Bontempi

Seismic protection measures for bridges can be used both for obtaining acceptable performances from new structures that for retrofitting existing ones. With the modern design philosophy based on probabilistic Performance-Based Earthquake Engineering (PBEE) approaches, the engineers are allowed to investigate different design solutions in terms of vulnerability assessment. However, if probabilistic PBEE approaches are nowadays well established and widely studied also for bridges, the topic of using the PBEE frameworks for the evaluation of the effectiveness of seismic protection devices for bridges is not extensively treated in literature. The first objective of this work is to deal with the problem of assessing the earthquake performance of an highway bridge equipped with different bearing device: the elastomeric bearings (ERB) and the friction pendulum systems (FPS). The second purpose is to evaluate the efficiency of a structure-dependent IM in case of isolated system. The examined structure is an highway bridge with concrete piers and steel truss deck. A FE model of the bridge is developed by using nonlinear beam-column elements with fiber section and the devices are modeled by specific elements implementing their nonlinear behavior. The effectiveness of the different retrofitting strategies has been carried out in terms of damage probability. Choosing the example of slight damage, and referring to the curvature ductility as EDP, the probability of damage during a period of 50 years is: 23% for the structure without isolation, 7% for the structure equipped with ERB, and 3% for the structure equipped with FPS isolation.

Effectiveness Evaluation of Seismic Protection Devices for Bridges in the PB...

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Franco Bontempi

Il CISTeC ha avuto tra i suoi membri fondatori il Prof. Marcello Ciampoli. Esponente di punta in diversi settori dell’Ingegneria e dell’Architettura, ma soprattutto docente impagabile che ha rappresentato con la sua attività un punto di riferimento per tanti giovani professionisti ingegneri e architetti e non solo. Il CISTeC insieme ad Advanced Materials srl vuole ricordare l'importanza di questa persona attraverso un premio per la miglior tesi di laurea magistrale con tematica dedicata alla conservazione del patrimonio storico-architettonico, con particolare riguardo agli aspetti strutturali. Il premio di Euro 1500,00 sarà corrisposto alla tesi che più si avvicinerà, per argomenti trattati, carattere multidisciplinare dello studio svolto, aspetti innovativi e sensibilità della proposta progettuale presentata, allo spirito investigativo e professionale espresso dal Prof. Ciampoli.

PREMIO DI LAUREA “MARCELLO CIAMPOLI” 2014

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Franco Bontempi

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This paper addresses two main issues relevant to the structural assessment of buildings subjected to explosions. The first issue regards the robustness evaluation of steel frame structures: a procedure is provided for computing “robustness curves” and it is applied to a 20-storey steel frame building, describing the residual strength of the (blast) damaged structure under different local damage levels. The second issue regards the precise evaluation of blast pressures acting on structural elements using Computational Fluid Dynamic (CFD) techniques. This last aspect is treated with particular reference to gas explosions, focusing on some critical parameters (room congestion, failure of non-structural walls and ignition point location) which influence the development of the explosion. From the analyses, it can be deduced that, at least for the examined cases, the obtained robustness curves provide a suitable tool that can be used for risk management and assessment purposes. Moreover, the variation of relevant CFD analysis outcomes (e.g., pressure) due to the variation of the analysis parameters is found to be significant.

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IF CRASC'15 - Roma, 14-16 maggio 2015. The safety in road tunnels is a very delicate issue, since that a minor accident or a failure of a vehicle can degenerate into scenarios that can lead to a high number of victims. For example, on the 24 March 1999, 39 people died when a Belgian HGV carrying flour and margarine caught fire in the Mont Blanc Tunnel. In the first part of this study has been summarized the operation logic of a specific model for the risk analysis, the PIARC/OECD Quantitative Risk Assessment Model, and how it derives risk indicators. In the second part, a comprehensive risk analysis is performed in a long tunnel in South Italy, accounting for multifaceted aspects and parameters. The analysis is integrated with a sensitivity analysis on specific parameters that have an influence on the risk. The section 2 of this paper describes the tunnel San Demetrio on which was carried out risk analysis applying the PIARC/OECD QRA model, and in the section 3 are reported the main analysis results. In section 4, conclusions regard to risk analysis applied to real case and about the sensitivity analysis are reported. In particular, the sensitivity analysis has highlighted the most influential parameters in the model.

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