Bibliographies thématiques / Morandi bridge

Littérature scientifique sur le sujet « Morandi bridge »

Auteur : Grafiati
Publié le 14 mars 2023

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Articles de revues sur le sujet "Morandi bridge"

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Malomo, Daniele, Nicola Scattarreggia, Andrea Orgnoni, Rui Pinho, Matteo Moratti et Gian Michele Calvi. « Numerical Study on the Collapse of the Morandi Bridge ». Journal of Performance of Constructed Facilities 34, no 4 (août 2020) : 04020044. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0001428.

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Milillo, Pietro, Giorgia Giardina, Daniele Perissin, Giovanni Milillo, Alessandro Coletta et Carlo Terranova. « Pre-Collapse Space Geodetic Observations of Critical Infrastructure : The Morandi Bridge, Genoa, Italy ». Remote Sensing 11, no 12 (12 juin 2019) : 1403. http://dx.doi.org/10.3390/rs11121403.

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We present a methodology for the assessment of possible pre-failure bridge deformations, based on Synthetic Aperture Radar (SAR) observations. We apply this methodology to obtain a detailed 15-year survey of the Morandi bridge (Polcevera Viaduct) in the form of relative displacements across the structure prior to its collapse on August 14th 2018. We generated a displacement map for the structure from space-based SAR measurements acquired by the Italian constellation COSMO-SkyMed and the European constellation Sentinel-1A/B over the period 2009–2018. Historical satellite datasets include Envisat data spanning 2003–2011. The map reveals that the bridge was undergoing an increased magnitude of deformations over time prior to its collapse. This technique shows that the deck next to the collapsed pier was characterized since 2015 by increasing relative displacements. The COSMO-SkyMed dataset reveals the increased deformation magnitude over time of several points located near the strands of this deck between 12th March 2017 and August 2018.
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Calvi, Gian Michele, Matteo Moratti, Gerard J. O'Reilly, Nicola Scattarreggia, Ricardo Monteiro, Daniele Malomo, Paolo Martino Calvi et Rui Pinho. « Once upon a Time in Italy : The Tale of the Morandi Bridge ». Structural Engineering International 29, no 2 (20 décembre 2018) : 198–217. http://dx.doi.org/10.1080/10168664.2018.1558033.

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Gómez, Hannia, et Rino Montiel. « The Bridge Over the Lake : Spanning Across Lake Maracaibo in Venezuela ». Bridges and Infrastructures, no 45 (2011) : 22–29. http://dx.doi.org/10.52200/45.a.8ns9vdjw.

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The General Rafael Urdaneta Bridge spanning over Lake Maracaibo in Venezuela (1958–1962), designed by Ing. Professor Riccardo Morandi, a masterpiece of Modern engineering, is now a Modern Landmark at Risk. The remarkable and little known story of the construction of this structure “could not be accomplished by a handful of men. From planning to financing, from design to construction, a great number of Venezuelan and European engineers worked jointly in Wiesbaden, Caracas, Rome, Maracaibo, Zürich, Paris, and Lisbon. In this way, one of the most outstanding structures of our time was erected within the stipulated - and brief construction time.”
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Zordan, Tobia. « From the Morandi Bridge to the Namawukulu Footbridge : A Clear Message of Commitment from IABSE ». Structural Engineering International 28, no 4 (2 octobre 2018) : 393. http://dx.doi.org/10.1080/10168664.2018.1531485.

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Santarsiero, Giuseppe, Angelo Masi, Valentina Picciano et Andrea Digrisolo. « The Italian Guidelines on Risk Classification and Management of Bridges : Applications and Remarks on Large Scale Risk Assessments ». Infrastructures 6, no 8 (9 août 2021) : 111. http://dx.doi.org/10.3390/infrastructures6080111.

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Bridges are essential for guaranteeing the functioning of transportation systems since their failure can cause serious threats to the safety, well-being and economy of modern communities, especially in emergency conditions. Following recent bridge failures, among which include the Morandi bridge in 2018, specific guidelines on risk classification and management, safety assessment and monitoring of existing bridges have been issued in Italy by the Minister of Infrastructure as a mandatory code. They pay particular attention to the evaluation of the residual life span of critical transportation infrastructure dating back to the 1950s and 1960s of the last century. Being a newly issued tool, the Guidelines need to be applied and tested in order to find possible drawbacks and to point out the main factors influencing their results. Therefore, in this study, after a short description of the Italian Guidelines, pointing out some differences with other approaches adopted worldwide, some advantages and disadvantages are discussed by an application to a bridge stock located in the Basilicata region (Italy). Data needed to apply the Guidelines are gathered by a purposely set up procedure that exploits existing databases on road infrastructure (OpenStreetMap) complemented by additional data retrieved by means of public image repositories (Google Street View). By accounting for the qualitative nature of the risk classification results obtained by applying the lower analysis levels of the Guidelines, a prioritization method is proposed for ranking bridges for higher assessment levels and possible interventions, as well as consequent funds allocation. The application shows that the Guidelines’ approach tends to provide conservative results. In fact, even in case of bridges with low degradation levels, the final risk classification induces actions undertaken for preliminary or detailed assessment; thus, normal operation (with periodic inspections) would not be possible anymore.
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Capomolla, Rinaldo. « Structure and Form : The Theory of ‘Minimal Surfaces’ and the Bridge over the Basento River by Sergio Musmeci ». Bridges and Infrastructures, no 45 (2011) : 46–51. http://dx.doi.org/10.52200/45.a.grqpl9k8.

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Sergio Musmeci occupies a very important position in the history of late 20th century Italian engineering. Born in Rome in 1926, he initially graduated in civil engineering and later in aeronautical engineering. Following an apprenticeship with Pier Luigi Nervi, in whose office he worked from 1949 to 1951, and with Riccardo Morandi, he later opened his own engineering and architecture office together with his wife, the architect Zenaide Zanini. He taught at the University of Rome, initially as an assistant to the course in Rational Mechanics and Graphic Statics, and later as professor of Bridges and Large Structures.
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Lanari, Riccardo, Diego Reale, Manuela Bonano, Simona Verde, Yasir Muhammad, Gianfranco Fornaro, Francesco Casu et Michele Manunta. « Comment on “Pre-Collapse Space Geodetic Observations of Critical Infrastructure : The Morandi Bridge, Genoa, Italy” by Milillo et al. (2019) ». Remote Sensing 12, no 24 (8 décembre 2020) : 4011. http://dx.doi.org/10.3390/rs12244011.

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We present in this comment a Multi-Temporal SAR Interferometry (MT-InSAR) analysis showing that the results published by Milillo et al. (2019) in the Remote Sensing Journal, presenting the evidence of space geodetic observations relevant to displacements occurring before the collapse of the Morandi Bridge, happened in Genova (Italy) on the 14 August 2018, are questionable. In particular, we focus on the InSAR results obtained by Milillo et al. (2019) by processing the 3 m × 3 m resolution COSMO-SkyMed (CSK) data collected from ascending and descending orbits on the area of interest. These results, thanks to the high spatial resolution and the short revisit time characterizing this multi-orbit SAR dataset, represent the cornerstone of their analysis. The main findings of their study allow Milillo et al. to conclude that the InSAR processing of this COSMO-SkyMed dataset reveals the increased deformation magnitude over time of points located near the strands of the deck next to the collapsed pier, between 12 March 2017 and August 2018. In this comment, we show the results obtained by the IREA-CNR SAR team after processing the same ascending and descending CSK dataset, but by using two alternative and independent processing techniques: the Small BAseline Subset (SBAS) and the Advanced Tomographic SAR (TomoSAR) approaches, respectively. Our analysis shows that, although both the SBAS and the TomoSAR analyses allow achieving denser coherent pixel maps relevant to the Morandi bridge, nothing of the pre-collapse large displacements reported in Milillo et al. (2019) appears in our results, leading us to deeply disagree with the findings of their InSAR analysis.
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Burlando, Massimiliano, Djordje Romanic, Giorgio Boni, Martina Lagasio et Antonio Parodi. « Investigation of the Weather Conditions During the Collapse of the Morandi Bridge in Genoa on 14 August 2018 Using Field Observations and WRF Model ». Atmosphere 11, no 7 (7 juillet 2020) : 724. http://dx.doi.org/10.3390/atmos11070724.

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On 14 August 2018, Morandi Bridge in Genoa, Italy, collapsed to the ground that was 40 m below. This tragedy killed 43 people. Preliminary investigations indicated poor design, questionable building practices, and insufficient maintenance—or a combination of these factors—as a possible cause of the collapse. However, around the collapse time, a thunderstorm associated with strong winds, lightning, and rain also developed over the city. While it is unclear if this thunderstorm played a role in the collapse, the present study examines the weather conditions before and during the bridge collapse. The study particularly focuses on the analysis of a downburst that was observed around the collapse time and a few kilometers away from the bridge. Direct and remote sensing measurements are used to describe the evolution of the thunderstorm during its approached from the sea to the city. The Doppler lidar measurements allowed the reconstruction of the gust front shape and the evaluation of its displacement velocity of 6.6 m s−1 towards the lidar. The Weather Research and Forecasting simulations highlighted that it is still challenging to forecast localized thunderstorms with operational setups. The study has shown that assimilation of radar reflectivity improves the timing and reconstruction of the gust front observed by local measurements.
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Milillo, Pietro, Giorgia Giardina, Daniele Perissin, Giovanni Milillo, Alessandro Coletta et Carlo Terranova. « Reply to Lanari, R., et al. Comment on “Pre-Collapse Space Geodetic Observations of Critical Infrastructure : The Morandi Bridge, Genoa, Italy” by Milillo et al. (2019) ». Remote Sensing 12, no 24 (8 décembre 2020) : 4016. http://dx.doi.org/10.3390/rs12244016.

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We would like to thank our colleagues for their comment, as we believe that this discussion further highlights the importance of innovative research in the emerging field of InSAR applications to civil engineering structures. We discuss the statement from Lanari et al. (2020): “Our analysis shows that, although both the SBAS and the TomoSAR analyses allow achieving denser coherent pixel maps relevant to the Morandi bridge, nothing of the pre-collapse large displacements reported in Milillo et al. (2019) appears in our results”. In this reply we argue that (1) they cannot detect the pre-collapse movements because they use standard approaches and (2) the signals of interest become observable by changing the point of view.
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Livres sur le sujet "Morandi bridge"

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Morandi à Gênes : Autopsie d'un pont. Marseille : Parenthèses, 2019.

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Reviviscenza : Un ponte su Genova. [Milan] : Rizzoli, 2020.

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Cosenza, Vincenzo. Una strada oltre il ponte Morandi : Via Guido Rossa e Lungomare Canepa : l'abbraccio che ha salvato Genova = The road beyond the Morandi bridge : Via Guido Rossa and Lungomare Canepa : the embrace that saved Genoa. Genova : Erga edizioni, 2019.

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Chapitres de livres sur le sujet "Morandi bridge"

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Leccis, Francesca. « Public-Private Partnership : Lessons from Italy’s Morandi Bridge Collapse ». Dans Competitive Government : Public Private Partnerships, 139–56. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04628-5_8.

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Calvi, G. M., M. Moratti, N. Scattarreggia, V. Özsaraç, P. M. Calvi et R. Pinho. « Numerical Investigations on the Collapse of the Morandi Bridge ». Dans Springer Tracts on Transportation and Traffic, 3–18. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-59169-4_1.

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Martinetti, Alberto, et Sarbjeet Singh. « Design for Maintenance of Infrastructures : The Lesson of the Morandi Bridge ». Dans Asset Analytics, 43–54. Singapore : Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9323-6_4.

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Mustieles, F., I. Oteiza, S. Delgado et Pedro Romero. « Morandi (1957–1962) and the cable-stayed Bridge over Lake Maracaibo : Pioneering contributions ». Dans History of Construction Cultures, 191–97. London : CRC Press, 2021. http://dx.doi.org/10.1201/9781003173434-129.

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Siviero, Enzo, et Alberto Zanchettin. « Arch Bridges in Italy and the Role of Riccardo Morandi in the Last Century ». Dans Structural Integrity, 92–98. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_5.

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Malomo, D., R. Pinho, N. Scattarreggia, M. Moratti et G. M. Calvi. « Explicit collapse analysis of the Morandi Bridge using the Applied Element Method ». Dans Risk-based Bridge Engineering, 87–120. CRC Press, 2019. http://dx.doi.org/10.1201/9780367815646-10.

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Domaneschi, M., G. P. Cimellaro, F. Ansari et M. Morgese. « Safety of existing infrastructures : The collapse of the Morandi bridge in Genoa ». Dans Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations, 1499–506. CRC Press, 2021. http://dx.doi.org/10.1201/9780429279119-205.

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Meroni, Fabrizio, Alessandro Marradi, Loretta Venturini et Gioacchino Gennusa. « Application of plastic-modified asphalt for the reconstruction of the Morandi Bridge in Genoa, Italy ». Dans Plastic Waste for Sustainable Asphalt Roads, 337–61. Elsevier, 2022. http://dx.doi.org/10.1016/b978-0-323-85789-5.00016-2.

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Camilotti, Silvia. « Aracoeli di Elsa Morante ». Dans Diaspore. Venice : Edizioni Ca' Foscari, 2018. http://dx.doi.org/10.30687/978-88-6969-238-3/013.

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I propose a close reading of Elsa Morante’s latest book, Aracoeli, drawing upon three key literary devices: escapism, metamorphosis and paradox, which I use in relation to both the principal characters in the book, Aracoeli and her son Emanuele. Moreover, my reading will also bring to light the author’s personal experience and how it is relevant to the novel particularly in relation to the literary device of escapism.
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Swezey, Christian. « The Establishment Strikes Back ». Dans We Showed Baltimore, 126–45. Cornell University Press, 2022. http://dx.doi.org/10.7591/cornell/9781501762826.003.0007.

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This chapter elaborates on lacrosse's Baltimore establishment. It recognizes the trend of every goal, assist, and save in National Collegiate Athletic Association (NCAA) games having been made by players using sticks with plastic heads. While STX and Brine Sporting Goods were known for producing plastic lacrosse stick heads, STX had been approved for use by the NCAA before Brine lagged in visibility, sales, and quality. The chapter also covers the retirement of Navy coach Willis Bilderback following Virginia's victory in the NCAA 1972 championship. It acknowledges how the establishment that involved the Big Five, the nited States Intercollegiate Lacrosse Association, and the attitudes of the sports columnists at the Baltimore Sun was changing at a rapid pace, especially with the growing acceptance of Richie Moran and Cornell. Cornell's future with the freshman squad was taking shape in the spring of 1973.
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Actes de conférences sur le sujet "Morandi bridge"

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Siviero, E., M. Culatti et A. Zanchettin. « Riccardo Morandi and his Legacy in the Realization of Italian Concrete Bridges ». Dans IABSE Symposium, Wroclaw 2020 : Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0291.

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<p>The realization of concrete bridges in Italy in the last century started a bit later in comparison to other Europena countries such as Germany and France. However, the work of important designers such as Arturo Danusso, Eugenio Miozzi, Giulio Krall gave a huge impulse to bridge engineering in Italy, reducing the gap with leading countries. In particular, the role of Riccardo Morandi was quite exceptional, due to his innovative design criteria which are very well represented, for example, in the Storms River bridge in South Africa and in the Fiumarella Bridge in Catanzaro. The recent tragedy of the collapse of Polcevera viaduct in Genova is instrumental in discussing the different approaches needed when dealing with important existing bridges and the possibile retrofitting techniques.</p>
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Petito, Vincenzo, Maurizio Leotta et Marina Ribaudo. « Improving the Performance of Road Network Analysis : The Morandi Bridge Case Study ». Dans 5th International Conference on Geographical Information Systems Theory, Applications and Management. SCITEPRESS - Science and Technology Publications, 2019. http://dx.doi.org/10.5220/0007745702590266.

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Invernizzi, S., F. Montagnoli et A. Carpinteri. « The Collapse of the Morandi’s Bridge : Remarks About Fatigue and Corrosion ». Dans IABSE Symposium, Wroclaw 2020 : Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.1040.

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<p>On August 14, 2018, a few spans of the cable-stayed viaduct crossing the Polcevera river (Genoa, Italy) collapsed, causing tens of fatalities along with considerable material damage and hundreds of people displaced. The viaduct, as well as many others belonging to the national road network, was built in the second half of the last Century and has been in service for over fifty years. The bridge has experienced a dramatic increase in the heavy lorries traffic, together with degradation that developed much faster than expected due to the aggressive environment. In the present paper, a possible scenario is proposed to put into evidence how the combined effect of fatigue at very-high number of cycles and corrosion could have been responsible for the sudden failure of one of the strands and the subsequent collapse of the so-called balanced system conceived by the designer Morandi. Our purpose is to warn the scientific community and the public administrations about the combined effects of low amplitude cycle fatigue and corrosion, which can be dangerously underestimated in the safety assessment of last Century bridges asset.</p>
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Ceravolo, R., G. Coletta, E. Lenticchia, D. Minervini et A. Quattrone. « Dynamic Investigations on the Health State And Seismic Vulnerability of Morandi’s Pavilion V of Turin Exhibition Center ». Dans IABSE Symposium, Wroclaw 2020 : Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0224.

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<p>Modern architectural heritage raises issues connected to its preservation or rehabilitation and require in-depth analysis and appropriate protections. Just recently, the collapse of the Polcevera Bridge in Genoa cast a shadow on the durability itself of established materials and technologies, in particular prestressed concrete. Another aspect deserving special attention in this heritage is seismic provision. The underground Pavilion V is an iconic structure designed by Morandi, conceived in 1958 as an expansion of the exhibition space hosting the industrial vehicle section of the Turin Automobile Show. The pavilion consists of a single wide space, 69 m in width and 151 m in length, and is located 8 m below ground level. The present contribution illustrates the recent experimental investigations conducted on this stunning building, with emphasis on the dynamic characterization tests. The tests were deemed necessary for the interpretation of the structural system in view of a possible reuse as part of the university campus of architecture. The interpretation of the experimental campaign stimulated a broader range discussion on the structural and seismic reliability of this type of scheme, as well as its possible seismic improvement and rehabilitation.</p>
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Francesco, Filippone, Bolognese Ciro, Roncalli Luciano et Monterosso Matteo. « The Response of the Rescue System to Large Scale Emergencies A Case Study : The Collapse of the Morandi Bridge Part 2 of 2 : Technologies for Rescue Service ». Dans Proceedings of the 29th European Safety and Reliability Conference (ESREL). Singapore : Research Publishing Services, 2020. http://dx.doi.org/10.3850/978-981-14-8593-0_4326-cd.

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Marcella, Battaglia, Piccinini Fabrizio, Romano Giuseppe et Filippone Francesco. « The Response of the Rescue System to Large Scale Emergencies A Case Study : The Collapse of the Morandi Bridge Part 1 of 2 : The Coordination of Several Actors Involved ». Dans Proceedings of the 29th European Safety and Reliability Conference (ESREL). Singapore : Research Publishing Services, 2020. http://dx.doi.org/10.3850/978-981-14-8593-0_4334-cd.

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Zhai, Nan, Xiaojun Liu * et Miaomiao Zhou. « Color Laws and User Preferences in Product Color Design ». Dans Human Systems Engineering and Design (IHSED 2021) Future Trends and Applications. AHFE International, 2021. http://dx.doi.org/10.54941/ahfe1001161.

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Morandi colors are popular in architecture, home furnishing, clothing, and other applications. The laws of Morandi colors will be summarized in this paper, at the same time, its color matching is applied to the design of products to explore the factors affecting user preferences. Morandi colors of different hues have medium and low saturation and lightness. Also, the color matching is harmonious, which can bring people comfortable and pleasant visual feelings. Furthermore, Morandi colors on products of modern, elegant, and exquisite visual characteristics are the factors of user preferences, and the color matching can satisfy the basic requirements of function, interaction, and safety. The results can provide guidance for the application of Morandi colors in product design.
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