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Zeitschriftenartikel zum Thema "Earthquake damage – italy – l'aquila"

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Kaplan, H., H. Bilgin, S. Yilmaz, H. Binici, and A. Öztas. "Structural damages of L'Aquila (Italy) earthquake." Natural Hazards and Earth System Sciences 10, no. 3 (2010): 499–507. http://dx.doi.org/10.5194/nhess-10-499-2010.

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Abstract. On 6 April 2009 an earthquake of magnitude 6.3 occurred in L'Aquila city, Italy. In the city center and surrounding villages many masonry and reinforced concrete (RC) buildings were heavily damaged or collapsed. After the earthquake, the inspection carried out in the region provided relevant results concerning the quality of the materials, method of construction and the performance of the structures. The region was initially inhabited in the 13th century and has many historic structures. The main structural materials are unreinforced masonry (URM) composed of rubble stone, brick, and
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DECANINI, L. D., L. LIBERATORE, and F. MOLLAIOLI. "DAMAGE POTENTIAL OF THE 2009 L'AQUILA, ITALY, EARTHQUAKE." Journal of Earthquake and Tsunami 06, no. 03 (2012): 1250032. http://dx.doi.org/10.1142/s1793431112500327.

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On April 6, 2009 (1:32 UTC) an earthquake of magnitude MW 6.3, caused by a normal fault rupture, shook the Abruzzo Region of Central Italy causing 309 deaths, hundreds injured and thousands homeless. L'Aquila city, which is located very close to the causative fault in hanging wall position, was severely damaged by the event. In this work, after a description of the damages observed in reinforced concrete (RC) buildings, a study on the characterization of damage potential of strong ground motions recorded during the main shock and the strongest aftershocks is presented. Elastic and inelastic sp
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Achour, Nebil, Masakatsu Miyajima, Masaru Kitaura, and Andrew Price. "Earthquake-Induced Structural and Nonstructural Damage in Hospitals." Earthquake Spectra 27, no. 3 (2011): 617–34. http://dx.doi.org/10.1193/1.3604815.

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The Sichuan (China) and L'Aquila (Italy) earthquakes have again highlighted the question of our preparedness for natural hazards. Within a few seconds, an earthquake can demolish many buildings, destroy infrastructure, and kill and injure thousands of people. In order to reduce the impact of earthquakes on human life and to prepare hospitals to cope with future disasters, this paper discusses earthquake-related damage to healthcare facilities. It investigates the damage to 34 healthcare facilities in seven countries caused by nine earthquakes between 1994 and 2004, in order to determine common
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Ditommaso, R., M. Vona, M. R. Gallipoli, and M. Mucciarelli. "Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings." Natural Hazards and Earth System Sciences 13, no. 7 (2013): 1903–12. http://dx.doi.org/10.5194/nhess-13-1903-2013.

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Abstract. The aim of this paper is an empirical estimation of the fundamental period of reinforced concrete buildings and its variation due to structural and non-structural damage. The 2009 L'Aquila earthquake has highlighted the mismatch between experimental data and code provisions value not only for undamaged buildings but also for the damaged ones. The 6 April 2009 L'Aquila earthquake provided the first opportunity in Italy to estimate the fundamental period of reinforced concrete (RC) buildings after a strong seismic sequence. A total of 68 buildings with different characteristics, such a
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Uprety, Pralhad, Fumio Yamazaki, and Fabio Dell'Acqua. "Damage Detection Using High-Resolution SAR Imagery in the 2009 L'Aquila, Italy, Earthquake." Earthquake Spectra 29, no. 4 (2013): 1521–35. http://dx.doi.org/10.1193/060211eqs126m.

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Satellite remote sensing is being used to monitor disaster-affected areas for post-disaster reconnaissance and recovery. One of the special features of Synthetic Aperture Radar (SAR) is that it can operate day and night and penetrate the cloud cover because of which it is being widely used in emergency situations. Building damage detection for the 6 April 2009 L'Aquila, Italy, earthquake was conducted using high-resolution TerraSAR-X images obtained before and after the event. The correlation coefficient and the difference of backscatter coefficients of the pre- and post-event images were calc
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Zucconi, Maria, Rachele Ferlito, and Luigi Sorrentino. "Typological Damage Fragility Curves for Unreinforced Masonry Buildings affected by the 2009 L'Aquila, Italy Earthquake." Open Civil Engineering Journal 15, no. 1 (2021): 117–34. http://dx.doi.org/10.2174/1874149502115010117.

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Background: Seismic risk mitigation has become a crucial issue due to the great number of casualties and large economic losses registered after recent earthquakes. In particular, unreinforced masonry constructions built before modern seismic codes, common in Italy and in other seismic-prone areas, are characterized by great vulnerability. In order to implement mitigation policies, analytical tools are necessary to generate scenario simulations. Methods: Therefore, data collected during inspections after the 2009 L’Aquila, Italy earthquake are used to derive novel fragility functions. Compared
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Kawashima, Kazuhiko, Ömer Aydan, Takayoshi Aoki, et al. "Reconnaissance Investigation on the Damage of the 2009 L'Aquila, Central Italy Earthquake." Journal of Earthquake Engineering 14, no. 6 (2010): 817–41. http://dx.doi.org/10.1080/13632460903584055.

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Tertulliani, A., I. Leschiutta, P. Bordoni, and G. Milana. "Damage Distribution in L'Aquila City (Central Italy) during the 6 April 2009 Earthquake." Bulletin of the Seismological Society of America 102, no. 4 (2012): 1543–53. http://dx.doi.org/10.1785/0120110205.

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Sorrentino, Luigi, Omar Alshawa, and Domenico Liberatore. "Observations of Out-of-Plane Rocking in the Oratory of San Giuseppe Dei Minimi during the 2009 L’Aquila Earthquake." Applied Mechanics and Materials 621 (August 2014): 101–6. http://dx.doi.org/10.4028/www.scientific.net/amm.621.101.

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Contrary to other structural types, unreinforced masonry buildings display local collapses during strong earthquakes, especially in the case of large-hall constructions. This is also what has happened in the Oratory of San Giuseppe dei Minimi, located in the historical centre of L'Aquila (central Italy) and affected by the 2009 earthquake. The church suffered the out-of-plane response of its façade and parapet belfry. These mechanisms are studied recurring to non-linear dynamic models, calibrated with experimental data. The outcome of such analyses is in reasonable agreement with observed dam
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Çelebi, Mehmet, Paolo Bazzurro, Lauro Chiaraluce, et al. "Recorded Motions of the 6 April 2009 Mw 6.3 L'Aquila, Italy, Earthquake and Implications for Building Structural Damage: Overview." Earthquake Spectra 26, no. 3 (2010): 651–84. http://dx.doi.org/10.1193/1.3450317.

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The normal-faulting earthquake of 6 April 2009 in the Abruzzo Region of central Italy caused heavy losses of life and substantial damage to centuries-old buildings of significant cultural importance and to modern reinforced-concrete-framed buildings with hollow masonry infill walls. Although structural deficiencies were significant and widespread, the study of the characteristics of strong motion data from the heavily affected area indicated that the short duration of strong shaking may have spared many more damaged buildings from collapsing. It is recognized that, with this caveat of short-du
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Dissertationen zum Thema "Earthquake damage – italy – l'aquila"

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Bock, Jan-Jonathan. "L'Aquila : the social consequences of disaster and the recovery of everyday life in an Italian urban environment." Thesis, University of Cambridge, 2015. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.709169.

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Strina, Arnaud. "L'évolution de la société italienne contemporaine face à la catastrophe : l'exemple du séisme de l'Aquila en 2009." Thesis, Université Côte d'Azur, 2020. http://www.theses.fr/2020COAZ2008.

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Messine 1908, L’Aquila 2009, cent années ont passé entre ces deux séismes, une Italie s’est dessinée. Cette -ainsi nommée- expression géographique, est devenue une Nation. Les contours de frontières intérieures ont été effacés et la péninsule semble désormais unifiée. L’Histoire de l’Italie ne saurait pour autant se départir d’une Géographie revancharde, et de son expression pour le moins contrariante. Les tremblements de terre s’ajoutent à une liste de risques présents sur le territoire transalpin : glissements de terrain, inondations ou encore feux de forêt, sont parmi les risques naturels l
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Bücher zum Thema "Earthquake damage – italy – l'aquila"

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Galletti, Maurizio. Il restauro del Santuario di Santa Maria della Croce di Roio. Sagep editori, 2020.

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Angelis, Pino De. Magnitudo zero: L'Aquila a tre anni dal terremoto. Quodlibet, 2012.

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1948-, Conforti Claudia, ed. L'Aquila: Una città d'arte da salvare = saving an art city. Carsa, 2009.

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Zazzara, Lucio. Palazzo dell'Emiciclo e Palazzina Ex-GIL maschile: Rigenerazione e adeguamento sismico a L'Aquila = rebirth and seismic retrofitting in L'Aquila. Carsa edizioni, 2018.

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Semeraro, Roberta. Ricostruire con l'arte. Progedit, 2018.

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Alberto, Bernardini, and International Workshop on Measures of Seismic Damage to Masonry Buildings (1998 : Monselice, Padova, Italy), eds. Seismic damage to masonry buildings: Proceedings of the International Workshop on Measures of Seismic Damage to Masonry Buildings : Monselice, Padova, Italy, 25-26 June, 1998. A.A. Balkema, 1999.

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Giorgianni, Giuseppe. La valutazione del rischio sismico nel complesso della Galleria dell'Accademia di Firenze: Un'applicazione sperimentale delle Linee guida MiBACT per la valutazione e riduzione del rischio sismico del patrimonio culturale (2009-2013) = The evaluation of seismic risk in the complex of the Galleria dell'Accademia of Florence : an experimental application of the MiBACT Guidelines for the evaluation and reduction of seismic risk of cultural Heritage (2009-2013). Altralinea edizioni, 2017.

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Bartolomucci, Carla. Terremoti e resilienza nell'architettura aquilana: Persistenze, trasformazioni e restauro del Palazzo Carli Benedetti. Edizioni Quasar, 2018.

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Beautiful L'Aquila must never die: L'Aquila bella mai non po' perire. Gangemi, 2009.

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Mezza Italiana: An Enchanting Story about Love, Family, la Dolce Vita and Finding Your Place in the World. ABC Books, 2018.

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Buchteile zum Thema "Earthquake damage – italy – l'aquila"

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Di Ludovico, M., G. De Martino, A. Prota, G. Manfredi, and M. Dolce. "Damage Assessment in Italy, and Experiences After Recent Earthquakes on Reparability and Repair Costs." In Springer Tracts in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68813-4_4.

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AbstractRecent devastating earthquakes outlined the importance of quantifying losses and the amount of resources needed for the reconstruction process. The restoration of public or residential buildings in the aftermath of the seismic event may significantly affect national economy. This remarks the primary role and crucial need of having accurate predictions of direct and indirect costs for reconstruction in order to plan effective risk mitigation strategies and perform reliable loss scenarios. The recent Italian seismic events have been a unique occasion to collect observational data on exis
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Azzaro, Raffaele, Salvatore D’Amico, Horst Langer, et al. "From Seismic Input to Damage Scenario: An Example for the Pilot Area of Mt. Etna Volcano (Italy) in the KnowRISK Project." In Proceedings of the International Conference on Earthquake Engineering and Structural Dynamics. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78187-7_21.

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Brunelli, A., G. A. Alleanza, S. Cattari, F. de Silva, and A. d’Onofrio. "Simulation of damage observed on buildings in aggregate after the 2016-2017 Central Italy earthquake accounting for site effects and soil-structure interaction." In Geotechnical Engineering for the Preservation of Monuments and Historic Sites III. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308867-66.

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Cei, Luca, Luca Formigari, Matteo Piscicelli, and Daniele Romagnoli. "Digital Tools for Assessment and Communication of Historic Architectural Heritage Restoration Project: The Case Study of Palazzo Saladini di Rovetino in Ascoli Piceno, Italy." In Lecture Notes in Computer Science. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-93753-8_10.

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Abstract The aftermath of traumatic events, particularly earthquakes, often results in the loss of community monuments for extended periods. This is due to the extensive damage caused by such events or the prolonged reconstruction process. Digital tools have the potential to accelerate the design and construction phases, while also facilitating communication of design intentions within the affected community. The use of these tools represents a significant advantage both in the survey phase, thanks to the speed of execution and the guaranteed safety conditions, and in the optimal management of
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Brandano, Maria Giovanna, Ludovico Iovino, and Daniele Mantegazzi. "Mining Flickr to Better Understand Tourist Behavior." In Handbook of Research on Advanced Research Methodologies for a Digital Society. IGI Global, 2022. http://dx.doi.org/10.4018/978-1-7998-8473-6.ch038.

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The aim of this chapter is to present an automated instrument collecting the enormous amount of information available online allowing urban planners, public administrations, tourism services suppliers, and researchers to easily understand the spatial and temporal distribution of tourist behaviors towards tourist attractions in a specific area. Geo-located photos provided by Flickr are used to identify points of interest (POIs). The developed application has been tested with data automatically retrieved and collected in L'Aquila province (Italy) during the years 2005-2018. Given the richness of
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Gattulli, Vincenzo, Francesco Potenza, and Filippo Valvona. "Seismic Performance of a Mixed Masonry-Reinforced Concrete Building." In Civil and Environmental Engineering. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch038.

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The 6th of April 2009, a quite strong earthquake of magnitude ML =5.8 (Mw=6.3), struck in the city of L'Aquila. The seismic event caused serious injure to several masonry buildings, compromising a large part of the valuable historical and architectural heritage. The present work deals with seismic performance evaluation of an existing mixed masonry-reinforced concrete building in downtown L'Aquila city. A comprehensive discussion on the current limit capacity of the building based on the visual inspections of the occurred seismic damage, the experimental data from a wide campaign of on-site te
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Gattulli, Vincenzo, Francesco Potenza, and Filippo Valvona. "Seismic Performance of a Mixed Masonry-Reinforced Concrete Building." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch009.

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The 6th of April 2009, a quite strong earthquake of magnitude ML =5.8 (Mw=6.3), struck in the city of L'Aquila. The seismic event caused serious injure to several masonry buildings, compromising a large part of the valuable historical and architectural heritage. The present work deals with seismic performance evaluation of an existing mixed masonry-reinforced concrete building in downtown L'Aquila city. A comprehensive discussion on the current limit capacity of the building based on the visual inspections of the occurred seismic damage, the experimental data from a wide campaign of on-site te
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Trizio, Ilaria, Stefano Brusaporci, Francesca Savini, Pamela Maiezza, Alessandra Tata, and Alessandro Giannangeli. "Advanced Digital Processes for the Survey." In Impact of Industry 4.0 on Architecture and Cultural Heritage. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-1234-0.ch004.

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This chapter presents a process for the study of an architectural and archaeological heritage. It is an interdisciplinary work carried on with the integration of different digital systems for surveying and managing data. An innovative methodological approach is presented, based on the HBIM for 3D digital management of data, related to the analysis of masonry techniques, of conservation and damage, paying particular attention to the masonries 3D stratigraphic study. A specific focus is on the use of HBIM to design the restoration yard. The case study is the church of San Cipriano, located near
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Borgia, Andrea, Alberto Mazzoldi, Luigi Micheli, Giovanni Grieco, Massimo Calcara, and Carlo Balducci. "The Geothermal Power Plants of Amiata Volcano, Italy: Impacts on Freshwater Aquifers, Seismicity and Air." In Volcanology [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.100558.

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Production of geothermal energy for electricity at Amiata Volcano uses flash-type power plants with cooling towers that evaporate much of the geothermal fluid to the atmosphere to condense the geothermal vapour extracted. Because the flash occurs also within the geothermal reservoir, it causes a significant depressurization within it that, in turns, results in a drop of the water table inside the volcano between 200 and 300 m. The flow rates of natural springs around the volcano have also substantially decreased or ceased since the start of geothermal energy exploitation. Continuous recording
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Konferenzberichte zum Thema "Earthquake damage – italy – l'aquila"

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O’Donnell, Timothy M., Paolo Zimmaro, Eric J. Fielding, and Jonathan P. Stewart. "Application of NASA Damage Proxy Maps for Assessing Structural Performance in 2016 Central Italy Earthquake Sequence." In IGARSS 2024 - 2024 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2024. http://dx.doi.org/10.1109/igarss53475.2024.10642632.

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Barone, Stefano. "Italian Perspectives on Seismic Retrofitting: Unraveling the State of the Art in Building Isolation Techniques." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0386.

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<p>The seismic retrofit of existing buildings stands as a proven and vital strategy in mitigating earthquake-induced damage. This method centers around the strategic integration of anti-seismic devices at the building's base to effectively decouple ground motion from the structure. Particularly crucial for existing structures, this retrofit strategy addresses the unique challenges posed by older buildings and ensures enhanced resilience against seismic events. These anti-seismic devices are characterized by their high vertical stiffness, substantial horizontal flexibility, and medium to
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Castellano, Maria Gabriella, and Riccardo Vetturini. "SEISMIC RETROFIT OF R.C. BUILDINGS IN USE THROUGH SEISMIC ISOLATION. THREE CASE STUDIES IN L'AQUILA, ITALY." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.132.

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Seismic isolation (SI) advantages for new buildings are well known: not only it allows to avoid damage of both structural and non structural elements under strong earthquake, but it mantains building functionality as well. This is possible thanks to strong reduction of accelerations and interstorey drift in the superstructure, i.e. the part of structure above the isolation layer. SI offers additional advantages for seismic retrofit of existing buildings. The main advantage is that the works can be limited at one floor (usually the basement, plus the foundation), without any strenghtening on th
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Rogulska, Aleksandra. "TEMPORARY CULTURAL FACILITIES AS AN ELEMENT OF REBUILDING STRATEGIES FOR CITIES AFFECTED BY EARTHQUAKES." In GEOLINKS International Conference. SAIMA Consult Ltd, 2020. http://dx.doi.org/10.32008/geolinks2020/b2/v2/35.

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The Apennine Peninsula is one of the most densely-populated and most seismically active regions of Europe, possessing a wealth of cultural heritage. Historical cities and buildings are a part of this heritage. The earthquake damage prevention programme implemented in Italy does not cover existing buildings, and reconstruction plans for damaged cities, because of the threat's specificity, are always prepared after a disaster. In the case of heritage buildings, particularly those of super-local significance, decisions involving a complete reconstruction of their original form are typically made,
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Di Ludovico, Marco. "DAMAGE, LOSSES, RECONSTRUCTION POLICIES, AND RETROFIT INTERVENTIONS ON RESIDENTIAL BUILDINGS IN HISTORICAL CENTERS AFTER RECENT ITALIAN EARTHQUAKES." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.1.

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The reconstruction process of residential buildings damaged by L'Aquila 2009 earthquake initially involved buildings outside historical centres and then, starting from August 2012, residential buildings in historical centres. The reconstruction model related to buildings in historical centres was developed by two special offices, involved in the reconstruction process of L'Aquila municipality and other municipalities, respectively. Both special offices introduced new procedures to manage the reconstruction based on a parametric model to define the maximum public grant to repair and strengthen
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Wang, Yongzhe, Ziqiang Ou, Jianjun Zhu, Xiaoyan Dong, Xuemin Xing, and Yafu Yang. "Coseismic Deformation of 2009 L'Aquila, Italy Earthquake Derived from Ascending and Descending ENVISAT/ASAR Images." In 2010 6th International Conference on Wireless Communications, Networking and Mobile Computing (WiCOM). IEEE, 2010. http://dx.doi.org/10.1109/wicom.2010.5601041.

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Petrovic, Bojana, Chiara Scaini, and Stefano Parolai. "DAMAGE ASSESSMENT FOR RAPID RESPONSE: THE CENTRAL ITALY 2016 M6 EVENT." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.56.

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In case of a seismic event, building damage is one of the causes of casualties. For this reason, the rapid estimation of expected structural damage in near-real time is of greatest importance to improve and support rapid response life-saving actions of emergency managers. Within this framework, we have developed the Damage Assessment for Rapid Response method that allows us to estimate the expected damage by using earthquake recordings in real or near-real time, and the knowledge of the fundamental frequency and the damping of the building. We simulate the linear dynamic behavior of buildings
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Saler, Elisa, and Francesca da Porto. "SEISMIC FRAGILITY AND EXPECTED DAMAGE OF MASONRY SCHOOL BUILDINGS IN ITALY." In 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2023. http://dx.doi.org/10.7712/120123.10796.20967.

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Simoni, Elena, Nicola Buratti, and Claudio Mazzotti. "A FRAMEWORK FOR THE ASSESSMENT OF SEISMIC DAMAGE SCENARIOS IN THE EMILIA-ROMAGNA REGION, ITALY." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8713.18672.

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Rihal, Satwant, and Hisham Assal. "PERFORMANCE ANALYSIS OF HISTORICAL CHURCHES AND MOSQUES DURING RECENT EARTHQUAKES – SOME PERSPECTIVES ON APPLICATION OF AI/ ML SYSTEMS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.141.

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The world has witnessed widespread damages and losses suffered by precious cultural heritage structures during recent earthquakes e,g. Emilia-Romagna, Italy 2012; Central Italy 2016; Turkey /Syria 2023; Morocco 2023; Tohoku, Japan 2011; Puebla, Mexico 2017; Nepal 2015; Christchurch, New Zealand 2011; Iran 2017, among others. Based on traditional surveys and reconnaissance using 3D documentation technologies e.g photogrammetry, TLS etc. following the destructive earthquakes, extensive amounts of observed damage data about the damages of historical churches and mosques etc. has been accumulated
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Berichte der Organisationen zum Thema "Earthquake damage – italy – l'aquila"

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Adams, J. Field visit to damage from the magnitude 4.9, Sant'Agata Fossili, Italy, earthquake of 2003 April 11. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2003. http://dx.doi.org/10.4095/214526.

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