scholarly journals Spain’s national network of silos and granaries: architectural and technological change over time

2020 ◽  
Vol 18 (3) ◽  
pp. e0205
Author(s):  
Manuel V. Fernández-Fernández ◽  
Victor Marcelo ◽  
José B. Valenciano ◽  
F.-Javier López ◽  
Pablo Pastrana

Aim of study: To analyse the 670 silos in Spain’s NNSG (National Network of Silos and Granaries), along with the changes in typologies and degree of mechanisation taking place over time.Area of study: Spain.Material and methods: Research began in 2014, collecting NNSG grain storage data across Spain further to the methodology developed by the authors. In a first stage the information was gathered from the FEGA’s general archives in Madrid and the archives of the departments of agriculture in the 13 regions where silos were built. In the second stage of the study, 665 silos were explored in situ. Photographs were taken and information was gathered on their characteristics (general features; architectural features; technological facilities).Main results: This paper discusses the architectural and typological changes taking place over time, from the earliest small, local, richly adorned brick silos to larger, more modern and austere reinforced concrete structures. The machinery with which they are fitted is also addressed, with the progression from basic grain storage to more sophisticated equipment designed to clean, refrigerate or disinfect the grain. Some facilities were used exclusively to select and condition seed for subsequent sowing. The most modern structures, known as macrosilos, are highly mechanised affairs.Research highlights: Spain’s national network of silos and granaries was 41 years in the building. The inventory of the 665 existing silos identified 20 types or subtypes. Early richly adorned units gradually gave way to more austere, functional structures. The machinery in place in silos varied with type/purpose and period of construction.

2006 ◽  
Vol 28 (3) ◽  
pp. 233-236 ◽  
Author(s):  
M.F. Montemor ◽  
J.H. Alves ◽  
A.M. Simões ◽  
J.C.S. Fernandes ◽  
Z. Lourenço ◽  
...  

2018 ◽  
Vol 259 ◽  
pp. 1129-1144 ◽  
Author(s):  
Karthick Subbiah ◽  
Saraswathy Velu ◽  
Seung-Jun Kwon ◽  
Han-Seung Lee ◽  
Natarajan Rethinam ◽  
...  

2013 ◽  
Vol 690-693 ◽  
pp. 686-690 ◽  
Author(s):  
Sadaqat U. Khan ◽  
M. F. Nuruddin ◽  
T. Ayub ◽  
N. Shafiq

The aim of this paper is to investigate the serviceability performance of RC beams strengthened through two Ferrocement strengthening techniques as Cast in situ Wire-mesh layers and precast Ferrocement Laminates. To assess the effectiveness of these strengthening techniques, eight (08) RC beams have been intentionally designed and detailed as a tension-controlled section and tested under two-point loading up to service load of 40 kN. Then, beams were strengthened by Cast in situ Wire-mesh layers and by precast Ferrocement Laminates. Experimental results in terms of stiffness have been compared within and across the groups to assess the effect of variation of development length and no. of wire-mesh layers.


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