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Journal articles on the topic 'Earthquake damage – italy – l'aquila'

Author: Grafiati

Published: 28 July 2024

Last updated: 31 July 2025

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1

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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2

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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3

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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4

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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5

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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8

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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9

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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10

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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11

Demichelis, Alessandro, and Malvina Ongaro. "Public understanding and scientific uncertainty: The communication of risk in the L'Aquila earthquake." AIMS Geosciences 10, no. 3 (2024): 540–52. http://dx.doi.org/10.3934/geosci.2024028.

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<p>On April 6, 2009, a magnitude 6.3 earthquake struck L'Aquila, Italy, causing extensive damage and loss of life, and raising significant issues around the communication of scientific risk. In the preceding weeks, increased seismic activity had alarmed the population, prompting authorities to seek expert advice. Public authorities reassured the population that the chances of a dangerous shock were slim. These assurances given by officials led many to remain in their homes when the earthquake struck. The subsequent legal actions against the scientists involved ignited a global debate on

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12

Milani, Gabriele, Salvatore Russo, Marco Pizzolato, and Antonio Tralli. "Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy." Open Civil Engineering Journal 6, no. 1 (2012): 131–47. http://dx.doi.org/10.2174/1874149501206010131.

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In the present paper, a non-linear numerical study on the 13th century masonry bell tower of the church of San Pietro di Coppito is described. The aim is to have an insight into the causes at the base of the partial collapse suffered by the structure during the L’Aquila earthquake in 2009. To this aim, two different numerical analyses have been performed namely non-linear static (pushover) and limit analysis. In both cases, the same full 3D detailed FE model of the structure is adopted, changing the seismic load direction and assuming different distributions of the equivalent static horizontal

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13

Boscato, Giosuè, Davide Rocchi, and Salvatore Russo. "Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approaches." Advanced Materials Research 446-449 (January 2012): 3467–85. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3467.

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This work shows the results of monitoring of Santa Maria del Suffragio (Anime Sante) church, L’Aquila, Italy. The historical building was stricken and damaged by mainshock of April 6, 2009; the dome is the structural element that has been seriously hit by seismic event. The ambient response analysis of global structure and dome element enable to improve the FE model by model updating methodology using modal data. The identification techniques furnish useful information concerning the structural and mechanical properties of dome’s structure, these parameters are needed to evaluate the appropria

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Fabio, Franco Di, Amedeo Gregori, and Matteo Totani. "EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON HISTORICAL MASONRY WALL SPECIMENS TESTED IN SHEAR-COMPRESSION CONFIGURATION." Engineering Structures and Technologies 7, no. 4 (2016): 177–88. http://dx.doi.org/10.3846/2029882x.2016.1145073.

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The paper presents the experimental investigation carried out on wall specimens reproducing the ancient masonry of several monumental building located in the old city centre of L'Aquila (Italy) and damaged by the April 2009 earthquake. The wall specimens were prepared in accordance with the traditional technique, using original stone elements and typical poor mortar. Subsequently, the specimens were consolidated with mortar injections. Other specimens were also reinforced with Ultra High Tensile Strength Steel wires applied as coating technique (not wrapped). Shear-compression tests were carri

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Barazzetti, L., R. Brumana, D. Oreni, M. Previtali, and F. Roncoroni. "True-orthophoto generation from UAV images: Implementation of a combined photogrammetric and computer vision approach." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences II-5 (May 28, 2014): 57–63. http://dx.doi.org/10.5194/isprsannals-ii-5-57-2014.

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This paper presents a photogrammetric methodology for true-orthophoto generation with images acquired from UAV platforms. The method is an automated multistep workflow made up of three main parts: (i) image orientation through feature-based matching and collinearity equations / bundle block adjustment, (ii) dense matching with correlation techniques able to manage multiple images, and true-orthophoto mapping for 3D model texturing. It allows automated data processing of sparse blocks of convergent images in order to obtain a final true-orthophoto where problems such as self-occlusions, ghost e

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K.U.Ranjith and Dr. S. Karuppusamy. "A SURVEY ON TOWARD EFFECTIVE RESPONSE TO NATURAL DISASTERS: A DATA SCIENCE APPROACH." international journal of engineering technology and management sciences 7, no. 2 (2023): 627–42. http://dx.doi.org/10.46647/ijetms.2023.v07i02.072.

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Natural catastrophes have the potential to destroy large portions of infrastructure and kill thousands of people. Both the populace and the government find it challenging to deal with these situations. Particular attention must be given to the following two difficult problems: find a workable solution first evacuating people, then rebuilding homes and other infrastructure. Then, a successful recovery plan that prioritises the reconstruction of damaged areas and the evacuation of people can be a game-changer for overcoming those horrible circumstances. In this light, we introduce DiReCT, a meth

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Masci, F., P. Palangio, and M. Di Persio. "Magnetic anomalies possibly linked to local low seismicity." Natural Hazards and Earth System Sciences 9, no. 5 (2009): 1567–72. http://dx.doi.org/10.5194/nhess-9-1567-2009.

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Abstract. During the last twenty years a time-synchronized network of magnetometers has operated in Central Italy along the Apennine chain to monitor the magnetic field anomalies eventually related to the tectonic activity. At present time the network consists of five stations. In the past only few anomalies in the local geomagnetic field, possibly associated to earthquakes, has been observed, not least because the network area has shown a low-moderate seismic activity with the epicentres of the few events with Ml≥5 located away from the network station. During 2007 two Ml≈4 earthquakes occurr

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18

Plastino, Wolfango, Pavel P. Povinec, Gaetano De Luca, et al. "Uranium groundwater anomalies and L'Aquila earthquake, 6th April 2009 (Italy)." Journal of Environmental Radioactivity 101, no. 1 (2010): 45–50. http://dx.doi.org/10.1016/j.jenvrad.2009.08.009.

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19

Imperiale, Angelo Jonas, and Frank Vanclay. "Top-down reconstruction and the failure to “build back better” resilient communities after disaster: lessons from the 2009 L'Aquila Italy earthquake." Disaster Prevention and Management: An International Journal 29, no. 4 (2020): 541–55. http://dx.doi.org/10.1108/dpm-11-2019-0336.

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PurposeWe consider what happened in the initial reconstruction interventions following the 6 April 2009 earthquake in L'Aquila (Italy). Using the disaster risk reduction and resilience paradigm, we discuss the cognitive and interactional failures of top-down approaches, and we analyse the main constraints to enacting inclusive social learning and socially-sustainable transformation and building back better more resilient communities in post-disaster reconstruction.Design/methodology/approachOur evidence comes from participant observation, action anthropology and analytic auto-ethnography condu

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20

Stangl, G., M. Y. Boudjada, P. F. Biagi, et al. "Investigation of TEC and VLF space measurements associated to L'Aquila (Italy) earthquakes." Natural Hazards and Earth System Sciences 11, no. 4 (2011): 1019–24. http://dx.doi.org/10.5194/nhess-11-1019-2011.

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Abstract. In this study, we report on Total Electron Content (TEC) and Very Low Frequency (VLF) space measurements derived from Global Positioning System (GPS) and DEMETER satellites, respectively. These measurements are associated with the earthquake (EQ) of a magnitude of 6.3, which occurred on 6 April 2009, in L'Aquila (Italy). Anomaly features are derived from the analysis of TEC and VLF observations recorded two weeks before and after the seismic event occurrence. A TEC map with an interpolated regional pixel resolution of 1° × 1° × 15 min in latitude, longitude and time was generated, al

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Cianchini, G., A. De Santis, D. R. Barraclough, L. X. Wu, and K. Qin. "Magnetic transfer function entropy and the 2009 <i>M</i><sub>w</sub> = 6.3 L'Aquila earthquake (Central Italy)." Nonlinear Processes in Geophysics 19, no. 4 (2012): 401–9. http://dx.doi.org/10.5194/npg-19-401-2012.

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Abstract. With the aim of obtaining a deeper knowledge of the physical phenomena associated with the 2009 L'Aquila (Central Italy) seismic sequence, culminating with a Mw = 6.3 earthquake on 6 April 2009, and possibly of identifying some kind of earthquake-related magnetic or geoelectric anomaly, we analyse the geomagnetic field components measured at the magnetic observatory of L'Aquila and their variations in time. In particular, trends of magnetic transfer functions in the years 2006–2010 are inspected. They are calculated from the horizontal to vertical magnetic component ratio in the freq

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Wu, Lixin, Shuo Zheng, Angelo De Santis, et al. "Geosphere coupling and hydrothermal anomalies before the 2009 <i>M</i><sub>w</sub> 6.3 L'Aquila earthquake in Italy." Natural Hazards and Earth System Sciences 16, no. 8 (2016): 1859–80. http://dx.doi.org/10.5194/nhess-16-1859-2016.

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Abstract. The earthquake anomalies associated with the 6 April 2009 Mw 6.3 L'Aquila earthquake have been widely reported. Nevertheless, the reported anomalies have not been so far synergically analyzed to interpret or prove the potential lithosphere–coversphere–atmosphere coupling (LCAC) process. Previous studies on b value (a seismicity parameter from Gutenberg–Richter law) are also insufficient. In this work, the spatiotemporal evolution of several hydrothermal parameters related to the coversphere and atmosphere, including soil moisture, soil temperature, near-surface air temperature, and p

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23

Marincioni, Fausto, Federica Appiotti, Maurizio Ferretti, et al. "Perception and Communication of Seismic Risk: The 6 April 2009 L'Aquila Earthquake Case Study." Earthquake Spectra 28, no. 1 (2012): 159–83. http://dx.doi.org/10.1193/1.3672928.

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On Monday, 6 April 2009 at 3:32 a.m. (local time), a moment magnitude 6.3 earthquake with an epicenter located near the city of L'Aquila, in central Italy, killed 308 people, injured 1,500, left 22,000 homeless, and temporarily displaced another 65,000. This study examines a sample of the affected population and finds that despite the long list of historical earthquakes that struck the region and the swarm of foreshocks occurring up to four months before the main shock of 6 April, the residents of L'Aquila had a rather low earthquake risk perception and an unjustified confidence in the seismic

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Tsolis, G. S., and T. D. Xenos. "A qualitative study of the seismo-ionospheric precursors prior to the 6 April 2009 earthquake in L'Aquila, Italy." Natural Hazards and Earth System Sciences 10, no. 1 (2010): 133–37. http://dx.doi.org/10.5194/nhess-10-133-2010.

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Abstract. In this paper we use the Cross Correlation analysis method in conjunction with the Empirical Mode Decomposition to analyze foF2 signals collected from Rome, Athens and San Vito ionospheric stations, in order to verify the existence of seismo-ionospheric precursors prior to M=6.3 L'Aquila earthquake in Italy. The adaptive nature of EMD allows for removing the geophysical noise from the foF2 signals, and then to calculate the correlation coefficient between them. According to the cross correlation coefficient theory, we expect the stations which located inside the earthquake preparatio

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De Agostino, M., and M. Piras. "Earthquake forecasting: a possible solution considering the GPS ionospheric delay." Natural Hazards and Earth System Sciences 11, no. 12 (2011): 3263–73. http://dx.doi.org/10.5194/nhess-11-3263-2011.

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Abstract. The recent earthquakes in L'Aquila (Italy) and in Japan have dramatically emphasized the problem of natural disasters and their correct forecasting. One of the aims of the research community is to find a possible and reliable forecasting method, considering all the available technologies and tools. Starting from the recently developed research concerning this topic and considering that the number of GPS reference stations around the world is continuously increasing, this study is an attempt to investigate whether it is possible to use GPS data in order to enhance earthquake forecasti

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Tiwari, A., R. Dwivedi, A. B. Narayan, O. Dikshit, and A. K. Singh. "Efficacy of StaMPS technique for monitoring surface deformation in L'Aquila, Italy." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-8 (November 27, 2014): 141–45. http://dx.doi.org/10.5194/isprsarchives-xl-8-141-2014.

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This research work investigates the efficacy of the Stanford Method for Persistent Scatterer Interferometry (StaMPS) in measuring the surface deformation over the L'Aquila region, Italy just before an event of earthquake of magnitude M<sub>w</sub> 6.3 by using seven descending Envisat C-Band ASAR images. The results show that the StaMPS technique successfully extracted sufficient number of Persistent Scatterers (PS) to derive a one dimensional (1D) time series displacement map which shows the deformation rates up to 59 mm/year in the satellite Line of Sight (LOS) direction and 50.8

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Villante, U., A. Piancatelli, and P. Palangio. "On the man-made contamination on ULF measurements: evidence for disturbances related to an electrified DC railway." Annales Geophysicae 32, no. 9 (2014): 1153–61. http://dx.doi.org/10.5194/angeo-32-1153-2014.

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Abstract. An analysis of measurements performed at L'Aquila (Italy) during a deep minimum of solar and magnetospheric activity (2008–2010) allowed for the evaluation of possible contamination of the ultralow-frequency (ULF) spectrum (f &amp;approx; 1–500 mHz) from artificial disturbances, practically in absence of natural signals. In addition, the city evacuation and the interruption of all industrial and social activities after the strong earthquake of 6 April 2009 allowed also for the examination of possible changes of the contamination level under remarkably changed environmental condit

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Ugurhan, B., A. Askan, A. Akinci, and L. Malagnini. "Strong-Ground-Motion Simulation of the 6 April 2009 L'Aquila, Italy, Earthquake." Bulletin of the Seismological Society of America 102, no. 4 (2012): 1429–45. http://dx.doi.org/10.1785/0120110060.

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Perrone, L., L. P. Korsunova, and A. V. Mikhailov. "Ionospheric precursors for crustal earthquakes in Italy." Annales Geophysicae 28, no. 4 (2010): 941–50. http://dx.doi.org/10.5194/angeo-28-941-2010.

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Abstract. Crustal earthquakes with magnitude 6.0>M≥5.5 observed in Italy for the period 1979–2009 including the last one at L'Aquila on 6 April 2009 were considered to check if the earlier obtained relationships for ionospheric precursors for strong Japanese earthquakes are valid for the Italian moderate earthquakes. The ionospheric precursors are based on the observed variations of the sporadic E-layer parameters (h'Es, fbEs) and foF2 at the ionospheric station Rome. Empirical dependencies for the seismo-ionospheric disturbances relating the earthquake magnitude and the epicenter distance

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Masci, Fabrizio, Jeremy N. Thomas, and James A. Secan. "On a reported effect in ionospheric TEC around the time of the 6 April 2009 L'Aquila earthquake." Natural Hazards and Earth System Sciences 17, no. 9 (2017): 1461–68. http://dx.doi.org/10.5194/nhess-17-1461-2017.

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Abstract. In a report published in Advances in Space Research, Nenovski et al. (2015) analyse ionospheric TEC (total electron content) data from GPS measurements around the time of the 6 April 2009 Mw 6. 1 L'Aquila (Italy) earthquake. According to the authors, TEC difference (DTEC) calculated from two GPS (Global Positioning System) receivers in central Italy shows a hump-like shape (an increase followed by a decrease) during the hours just before and shortly after the main shock. They maintain that the hump-like shape is anomalous and may be related to the earthquake. We show that the DTEC in

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Spudich, Paul, Antonella Cirella, Laura Scognamiglio, and Elisa Tinti. "Variability in synthetic earthquake ground motions caused by source variability and errors in wave propagation models." Geophysical Journal International 219, no. 1 (2019): 346–72. http://dx.doi.org/10.1093/gji/ggz275.

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SUMMARY Numerical simulations of earthquake ground motions are used both to anticipate the effects of hypothetical earthquakes by forward simulation and to infer the behaviour of the real earthquake source ruptures by the inversion of recorded ground motions. In either application it is necessary to assume some Earth structure that is necessarily inaccurate and to use a computational method that is also inaccurate for simulating the wavefield Green's functions. We refer to these two sources of error as ‘propagation inaccuracies’, which might be considered to be epistemic. We show that the vari

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Ameri, G., M. Massa, D. Bindi, et al. "The 6 April 2009 Mw 6.3 L'Aquila (Central Italy) Earthquake: Strong-motion Observations." Seismological Research Letters 80, no. 6 (2009): 951–66. http://dx.doi.org/10.1785/gssrl.80.6.951.

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Fidani, Cristiano. "The Central Italy Electromagnetic Network and the 2009 L'Aquila Earthquake: Observed Electric Activity." Geosciences 1, no. 1 (2011): 3–25. http://dx.doi.org/10.3390/geosciences1010003.

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Atzori, Simone, Claudio Chiarabba, Roberto Devoti, Manuela Bonano, and Riccardo Lanari. "Anomalous far-field geodetic signature related to the 2009 L'Aquila (central Italy) earthquake." Terra Nova 25, no. 5 (2013): 343–51. http://dx.doi.org/10.1111/ter.12040.

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Boncio, P., A. Pizzi, F. Brozzetti, et al. "Coseismic ground deformation of the 6 April 2009 L'Aquila earthquake (central Italy, Mw6.3)." Geophysical Research Letters 37, no. 6 (2010): n/a. http://dx.doi.org/10.1029/2010gl042807.

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Rendell, Helen. "Earthquake damage in Tricarico, Southern Italy." Environmental Management 9, no. 4 (1985): 289–301. http://dx.doi.org/10.1007/bf01867301.

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Vittori, E., P. Di Manna, A. M. Blumetti, et al. "Surface Faulting of the 6 April 2009 Mw 6.3 L'Aquila Earthquake in Central Italy." Bulletin of the Seismological Society of America 101, no. 4 (2011): 1507–30. http://dx.doi.org/10.1785/0120100140.

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Yano, Tomoko E., Guangfu Shao, Qiming Liu, Chen Ji, and Ralph J. Archuleta. "Coseismic and potential early afterslip distribution of the 2009 Mw 6.3 L'Aquila, Italy earthquake." Geophysical Journal International 199, no. 1 (2014): 23–40. http://dx.doi.org/10.1093/gji/ggu241.

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Amoruso, A., L. Crescentini, and L. Chiaraluce. "Surface temperature and precipitation affecting GPS signals before the 2009 L'Aquila earthquake (Central Italy)." Geophysical Journal International 210, no. 2 (2017): 911–18. http://dx.doi.org/10.1093/gji/ggx210.

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Atzori, Simone, Ingrid Hunstad, Marco Chini, et al. "Finite fault inversion of DInSAR coseismic displacement of the 2009 L'Aquila earthquake (central Italy)." Geophysical Research Letters 36, no. 15 (2009): n/a. http://dx.doi.org/10.1029/2009gl039293.

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Stratta, Paolo, Cristina Capanna, Ilaria Riccardi, et al. "Suicidal intention and negative spiritual coping one year after the earthquake of L'Aquila (Italy)." Journal of Affective Disorders 136, no. 3 (2012): 1227–31. http://dx.doi.org/10.1016/j.jad.2011.10.006.

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Trasatti, E., C. Kyriakopoulos, and M. Chini. "Finite element inversion of DInSAR data from the Mw 6.3 L'Aquila earthquake, 2009 (Italy)." Geophysical Research Letters 38, no. 8 (2011): n/a. http://dx.doi.org/10.1029/2011gl046714.

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Pio Lucente, Francesco, Pasquale De Gori, Lucia Margheriti, et al. "Temporal variation of seismic velocity and anisotropy before the 2009 MW6.3 L'Aquila earthquake, Italy." Geology 38, no. 11 (2010): 1015–18. http://dx.doi.org/10.1130/g31463.1.

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Pucci, S., F. Villani, R. Civico, et al. "Quaternary geology of the Middle Aterno Valley, 2009 L'Aquila earthquake area (Abruzzi Apennines, Italy)." Journal of Maps 11, no. 5 (2014): 689–97. http://dx.doi.org/10.1080/17445647.2014.927128.

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Piroddi, L. "From high temporal resolution to synthetically enhanced radiometric resolution: insights from Night Thermal Gradient results." European Physical Journal Special Topics 230, no. 1 (2021): 111–32. http://dx.doi.org/10.1140/epjst/e2020-000247-x.

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Abstract Electromagnetic emissions in thermal infrared bands are an important research topic on pre-earthquake studies. Satellite thermal data have been investigated by many independent research groups looking for their anomalous behaviour before main earthquake's occurrences. Among them, geosynchronous satellite data are reported as less prone to artefacts during data processing. In this work, the Night Thermal Gradient (NTG) algorithm is presented, which has been specifically proposed for geostationary thermal infrared data processing. NTG method relies on the exploitation of high temporal r

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Savage, Martha Kane. "The role of fluids in earthquake generation in the 2009 Mw6.3 L'Aquila, Italy, earthquake and its foreshocks: Figure 1." Geology 38, no. 11 (2010): 1055–56. http://dx.doi.org/10.1130/focus112010.1.

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Peruzza, L., B. Pace, and F. Visini. "Fault-Based Earthquake Rupture Forecast in Central Italy: Remarks after the L'Aquila Mw 6.3 Event." Bulletin of the Seismological Society of America 101, no. 1 (2011): 404–12. http://dx.doi.org/10.1785/0120090276.

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Ameri, G., F. Gallovič, and F. Pacor. "Complexity of the Mw 6.3 2009 L'Aquila (central Italy) earthquake: 2. Broadband strong motion modeling." Journal of Geophysical Research: Solid Earth 117, B4 (2012): n/a. http://dx.doi.org/10.1029/2011jb008729.

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Contreras, Diana, Giuseppe Forino, and Thomas Blaschke. "Measuring the progress of a recovery process after an earthquake: The case of L'aquila, Italy." International Journal of Disaster Risk Reduction 28 (June 2018): 450–64. http://dx.doi.org/10.1016/j.ijdrr.2017.09.048.

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Frascadore, Raffaele, Marco Di Ludovico, Andrea Prota, et al. "Local Strengthening of Reinforced Concrete Structures as a Strategy for Seismic Risk Mitigation at Regional Scale." Earthquake Spectra 31, no. 2 (2015): 1083–102. http://dx.doi.org/10.1193/122912eqs361m.

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Recent earthquakes have clearly shown the high vulnerability of existing reinforced concrete (RC) structures. There is a crucial need to find cost-effective and efficient strategies and methods to strengthen a large number of buildings (i.e., at a regional scale) before future major earthquakes occur. A viable strategy to prevent potential damage caused by earthquakes could be to selectively upgrade local capacity of individual structural components. In the aftermath of the 6 April 2009 L'Aquila earthquake, local retrofit work based on the use of fiber polymer reinforcement (FRP) were executed

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