Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica

The remaining strength of frame material in wooden wall panels of buildings being used now at Syowa Station in Antarctica was measured by wood screw pulling out tests. An initial value of pulling strength of wood screws was assumed referring to the test report by Hirai et al. (Nankyoku Shiryo, 46, 4...

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Main Authors: Hiroki Takahashi, Toshio Hannuki, Masaru Ayukawa
Format: Article
Language:English
Published: National Institute of Polar Research 2005-11-01
Series:Antarctic Record
Online Access:http://doi.org/10.15094/00009334
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spelling doaj-3b4fc301348048ae83dafc815645f9392020-11-24T23:37:35ZengNational Institute of Polar ResearchAntarctic Record0085-72892432-079X2005-11-0149324525710.15094/00009334Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, AntarcticaHiroki Takahashi0Toshio Hannuki1Masaru Ayukawa2Student,Graduate School of Science and Technology, Nihon UniversityCollege of Science and Technology, Nihon UniversityNational Institute of Polar ResearchThe remaining strength of frame material in wooden wall panels of buildings being used now at Syowa Station in Antarctica was measured by wood screw pulling out tests. An initial value of pulling strength of wood screws was assumed referring to the test report by Hirai et al. (Nankyoku Shiryo, 46, 481, 2002). In that report, the relation between the strength of new wood and air-dried density of the material was presented. The air-dried density is almost the same as what in the frame material measured at Syowa Station. The strength has decreased gradually with the years after the construction of buildings. The remaining strength was roughly independent of facing direction of outside wall panels of buildings. Moreover, the mechanical properties of the frame material were assumed from the result of the wood screw pulling out test. Since the deterioration speed of structural properties has been very gradual, the wooden wall panels of buildings used now at Syowa Station are confirmed to maintain the structural performance required by the structural design. http://doi.org/10.15094/00009334
collection DOAJ
language English
format Article
sources DOAJ
author Hiroki Takahashi
Toshio Hannuki
Masaru Ayukawa
spellingShingle Hiroki Takahashi
Toshio Hannuki
Masaru Ayukawa
Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
Antarctic Record
author_facet Hiroki Takahashi
Toshio Hannuki
Masaru Ayukawa
author_sort Hiroki Takahashi
title Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
title_short Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
title_full Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
title_fullStr Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
title_full_unstemmed Remaining strength of frame material in wooden wall panels of buildings at Syowa Station, Antarctica
title_sort remaining strength of frame material in wooden wall panels of buildings at syowa station, antarctica
publisher National Institute of Polar Research
series Antarctic Record
issn 0085-7289
2432-079X
publishDate 2005-11-01
description The remaining strength of frame material in wooden wall panels of buildings being used now at Syowa Station in Antarctica was measured by wood screw pulling out tests. An initial value of pulling strength of wood screws was assumed referring to the test report by Hirai et al. (Nankyoku Shiryo, 46, 481, 2002). In that report, the relation between the strength of new wood and air-dried density of the material was presented. The air-dried density is almost the same as what in the frame material measured at Syowa Station. The strength has decreased gradually with the years after the construction of buildings. The remaining strength was roughly independent of facing direction of outside wall panels of buildings. Moreover, the mechanical properties of the frame material were assumed from the result of the wood screw pulling out test. Since the deterioration speed of structural properties has been very gradual, the wooden wall panels of buildings used now at Syowa Station are confirmed to maintain the structural performance required by the structural design.
url http://doi.org/10.15094/00009334
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AT masaruayukawa remainingstrengthofframematerialinwoodenwallpanelsofbuildingsatsyowastationantarctica
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