scholarly journals Correction: Groundwater circulation and earthquake-related changes in hydrogeological karst environments: a case study of the Sibillini Mountains (central Italy) involving artificial tracers

2020 ◽  
Vol 28 (7) ◽  
pp. 2631-2631
Author(s):  
T. Nanni ◽  
P. M. Vivalda ◽  
S. Palpacelli ◽  
M. Marcellini ◽  
A. Tazioli

The original version of this article was revised due to a retrospective Open Access order.

Food Control ◽  
2021 ◽  
Vol 125 ◽  
pp. 107964
Author(s):  
Daniele Castiglione ◽  
Lisa Guardone ◽  
Francesca Susini ◽  
Federica Alimonti ◽  
Valeria Paternoster ◽  
...  

2018 ◽  
Vol 763 ◽  
pp. 1067-1076 ◽  
Author(s):  
Luigi di Sarno ◽  
Fabrizio Paolacci ◽  
Anastasios G. Sextos

Numerous existing steel framed buildings located in earthquake prone regions world-wide were designed without seismic provisions. Slender beam-columns, as well as non-ductile beam-to-column connections have been employed for multi-storey moment-resisting frames (MRFs) built before the 80’s. Thus, widespread damage due to brittle failure has been commonly observed in the past earthquakes for steel MRFs. A recent post-earthquake survey carried out in the aftermath of the 2016-2017 Central Italy seismic swarm has pointed out that steel structures may survive the shaking caused by several main-shocks and strong aftershocks without collapsing. Inevitably, significant lateral deformations are experienced, and, in turn, non-structural components are severely damaged thus inhibiting the use of the steel building structures. The present papers illustrates the outcomes of a recent preliminary numerical study carried out for the case of a steel MRF building located in Amatrice, Central Italy, which experienced a series of ground motion excitations suffering significant damage to the masonry infills without collapsing. A refined numerical model of the sample structure has been developed on the basis of the data collected on site. Given the lack of design drawings, the structure has been re-designed in compliance with the Italian regulations imposed at the time of construction employing the allowable stress method. The earthquake performance of the case study MRF has been then investigated through advanced nonlinear dynamic analyses and its structural performance has been evaluated according to Eurocode 8-Part 3 for existing buildings. The reliability of the codified approaches has been evaluated and possible improvements emphasized.


2016 ◽  
Vol 22 (1) ◽  
pp. 37-52 ◽  
Author(s):  
GIULIA FANELLI ◽  
DIANA SALCIARINI ◽  
CLAUDIO TAMAGNINI
Keyword(s):  

2016 ◽  
Vol 59 ◽  
Author(s):  
Arrigo Caserta ◽  
Fawzi Doumaz ◽  
Antonio Costanzo ◽  
Anna Gervasi ◽  
William Thorossian ◽  
...  

<p><em>We used the moderate-magnitude aftershocks succeeding to the 2016 August 24<sup>th</sup>, Mw = 6.0, Amatrice (Italy) mainshok to asses, specially during an ongoing seismic sequence, the soil-structure interaction where cultural Heritage is involved. We have chosen as case study the</em><em> San Giovanni Battista</em><em> church (A.D. 1039)  in Acquasanta Terme town, about 20 Km northeast of Amatrice. First of all we studied the soil shaking features in order to characterize the input to the monument. Then, using the recordings in the church, we tried to figure out  how the input seismic energy is distributed over the different monument parts. Some preliminary results are shown and discussed.</em></p><p><em><br /></em></p>


2021 ◽  
Vol 27 (1 (51)) ◽  
pp. 27-52
Author(s):  
Arkadiusz Luboń

Imperative of Concretization: Translational Shifts and the Models of Reception of Howard Phillips Lovecraft’s Prose – The Case Study of "The Outsider" and its Polish Versions The Article discusses translational reception of Howard Phillips Lovecraft’s prose in Poland on the example of his short story The Outsider. The gothic tale of a mysterious recluse visiting human society, in its original version, has no explicit interpretation due to the fact that the maincharacter’s identity is intentionally left by Lovecraft without precise and unambiguous explanation for its readers to determine. Polish versions, however, modified in the process of interlinguistic transfer, are aimed at concretization of the text, and thus solving this interpretational puzzle with different answers given by five translators (Grzegorz Iwanciw, Robert Lipski, Ewa Morycińska-Dzius, Mateusz Kopacz and Maciej Płaza), influenced by a variety of factors: image of the American writer, knowledge of his other literary works, implied readers of the translations and artistic trends popular in Polish literature.


2021 ◽  
pp. 1-7
Author(s):  
Tim Lloyd ◽  
Sara Rouhi

A critical component in the development of sustainable funding models for Open Access (OA) is the ability to communicate impact in ways that are meaningful to a diverse range of internal and external stakeholders, including institutional partners, funders, and authors. While traditional paywall publishers can take advantage of industry standard COUNTER reports to communicate usage to subscribing libraries, no similar standard exists for OA content. Instead, many organizations are stuck with proxy metrics like sessions and page views that struggle to discriminate between robotic access and genuine engagement. This paper presents the results of an innovative project that builds on existing COUNTER metrics to develop more flexible reporting. Reporting goals include surfacing third party engagement with OA content, the use of graphical report formats to improve accessibility, the ability to assemble custom data dashboards, and configurations that support the variant needs of diverse stakeholders. We’ll be sharing our understanding of who the stakeholders are, their differing needs for analytics, feedback on the reports shared, lessons learned, and areas for future research in this evolving area.


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