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contributor authorMonica Barbero
contributor authorFabrizio Barpi
contributor authorMauro Borri-Brunetto
contributor authorValerio De Biagi
contributor authorGianmarco Olivero
contributor authorOronzo Pallara
date accessioned2017-05-08T22:19:21Z
date available2017-05-08T22:19:21Z
date copyrightJune 2014
date issued2014
identifier other40967710.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77594
description abstractSnow avalanche hazard is one of the most critical aspects in the urbanization of mountainous areas. The risk from these natural phenomena can be reduced if proper countermeasures for reducing the danger or preventing avalanche triggering are taken. For instance, in the avalanche initiation zone, devices able to withstand snowpack gliding and prevent crack propagation can be installed. These can be classified as rigid (snow bridges) or flexible (snow net) structures, depending on the mechanisms involved under snow loading. In recent years, a new kind of structure called a snow umbrella, based on a net panel supported by rigid beams, has been designed and installed in the northwestern Italian Alps. As the real behavior of these structures is far from being simple to understand because of the complex interaction with snowpack movements, an umbrella was instrumented and monitored during the winter season of 2010–2011. The recorded data are used for testing two possible pressure distributions and evaluating the magnitude of the forces acting on the structure. Furthermore, a back-analysis allows validation of the assumptions taken during the design of the devices. The results are compared with commonly used guidelines, and further suggestions are proposed.
publisherAmerican Society of Civil Engineers
titleSnow Pressure on a Semiflexible Retaining Structure
typeJournal Paper
journal volume28
journal issue2
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)CR.1943-5495.0000065
treeJournal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 002
contenttypeFulltext


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