Plant for the Production of Chips and Pellet: Technical and Economic Aspects of an Case Study in the Central Italy

2011 ◽  
pp. 296-306 ◽  
Author(s):  
Danilo Monarca ◽  
Massimo Cecchini ◽  
Andrea Colantoni
Keyword(s):  
Central Italy ◽  
Economic Aspects

scholarly journals A case study on farmed European seabass and gilthead seabream in central Italy: The negligible parasitological risk of nematode larvae paves the way for the freezing derogation

Food Control ◽  
2021 ◽  
Vol 125 ◽  
pp. 107964
Author(s):  
Daniele Castiglione ◽  
Lisa Guardone ◽  
Francesca Susini ◽  
Federica Alimonti ◽  
Valeria Paternoster ◽  
...  
Keyword(s):  
Central Italy ◽  
Gilthead Seabream ◽  
Nematode Larvae ◽  
European Seabass ◽  
The Way

Energy saving in the tissue industry: technical and economic aspects of a case study

2006 ◽  
Vol 14 (2) ◽  
pp. 185-193 ◽  
Author(s):  
R. Gabbrielli ◽  
C. Medeot ◽  
D. Miconi
Keyword(s):  
Energy Saving ◽  
Economic Aspects

A reappraisal of bridge piers scour vulnerability: a case study in the Upper Tiber River basin (central Italy)

2015 ◽  
Vol 10 (3) ◽  
pp. 283-300 ◽  
Author(s):  
S. Barbetta ◽  
S. Camici ◽  
T. Moramarco
Keyword(s):  
River Basin ◽  
Central Italy ◽  
Bridge Piers ◽  
Tiber River

Seismic Performance Assessment of Existing Steel Buildings: A Case Study

2018 ◽  
Vol 763 ◽  
pp. 1067-1076 ◽  
Author(s):  
Luigi di Sarno ◽  
Fabrizio Paolacci ◽  
Anastasios G. Sextos
Keyword(s):  
Numerical Study ◽  
Central Italy ◽  
Steel Structures ◽  
Eurocode 8 ◽  
Building Structures ◽  
Steel Buildings ◽  
Seismic Performance Assessment ◽  
Masonry Infills ◽  
Main Shocks

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.

Reliable Soil Property Maps over Large Areas: A Case Study in Central Italy

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

scholarly journals Economic aspects of the resolution of the issue of food security: a case study

2019 ◽  
Vol 7 (1) ◽  
pp. 595-602
Author(s):  
Alexander Borisovich Melnikov ◽  
Pavel Valerievich Mikhailushkin ◽  
Andrey Leonidovich Poltarykhin ◽  
Zhanna Nikolaevna Dibrova
Keyword(s):  
Food Security ◽  
Economic Aspects

scholarly journals Proposing an Integrated Islamic Microfinance Model in Alleviating Poverty and Improving the Performance of Microenterprises in Indonesia

2019 ◽  
Vol 2 (2) ◽  
pp. 135-154
Author(s):  
Weni Hawariyuni ◽  
Salina Hj. Kassim
Keyword(s):  
Exploratory Study ◽  
Business Performance ◽  
Design Methodology ◽  
Economic Aspects ◽  
High Demand ◽  
Muslim Countries ◽  
The World ◽  
Islamic Microfinance ◽  
Major Factors

Objective – This study proposes an integrated Islamic microfinance model in alleviating poverty and improving the performance of microenterprises based on a case study of Indonesia, by focusing specifically on BRI Microbanking. Design/methodology – This study adopts the exploratory study to construct the integrated Islamic microfinance with the purpose to alleviate poverty and enhance the business performance of enterprises. Results – As Islamic microfinance is known widely due to the high demand from Muslim countries. Since, it plays a crucial role effectively in alleviating poverty and developing the business performance on enterprises, particularly on microenterprises. Presently, many scholars attempted to build a successful Islamic microfinance model by using Islamic financing instruments such as mudarabah,  musyarakah, and murabahah. This study attempts to build an integrated Islamic microfinance model by using BRI Syariah Micro as a case study. It is expected that this integrated Islamic microfinance model can enrich existing models in terms of social and economic aspects. Originality/Value – This research concentrates on proposing an integrated Islamic microfinance model based on the case study of BRI Syariah Microbanking. There seems to be a gap in the literature on the actual implementation of integrated Islamic microfinance in the world. The study highlights major factors to be emphasized to ensure the effectiveness of proposing an integrated Islamic microfinance model for BRI Syariah micro banking to alleviate poverty and to improve the performance of microenterprises. 

scholarly journals Assessing soil-structure interaction during the 2016 Central Italy seismic sequence (Italy): preliminary results

2016 ◽  
Vol 59 ◽  
Author(s):  
Arrigo Caserta ◽  
Fawzi Doumaz ◽  
Antonio Costanzo ◽  
Anna Gervasi ◽  
William Thorossian ◽  
...  
Keyword(s):  
Soil Structure ◽  
Central Italy ◽  
Seismic Energy ◽  
Soil Structure Interaction ◽  
Seismic Sequence ◽  
Structure Interaction ◽  
Preliminary Results ◽  
The Church ◽  
Moderate Magnitude

<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>

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