| Project/Area Number |
61550415
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
Building structures/materials
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| Research Institution | Osaka City University |
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Principal Investigator |
KAWAMURA Sumio Professor , Faculty of Engineering. Osaka City University, 工学部, 教授 (30046924)
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| Co-Investigator(Kenkyū-buntansha) |
KIUCHI Tatsuhiko Research Associate, Faculty of Engineering. Osaka City University, 工学部, 助手 (30112527)
KIMOTO Eiji Lecturer , Faculty of Engineering. Osaka City University, 工学部, 講師 (50047205)
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| Project Period (FY) |
1986 – 1987
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| Project Status |
Completed (Fiscal Year 1987)
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| Budget Amount *help |
¥1,700,000 (Direct Cost: ¥1,700,000)
Fiscal Year 1987: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1986: ¥1,000,000 (Direct Cost: ¥1,000,000)
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| Keywords | Wind resistant problem / Wind load / Displacement of sash / カーテンウオール / 標準入力用風荷重 |
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| Research Abstract |
Wind damages of the curtain wall have been occured on both high rise buildings and low rise buildings. The main causes of these phenomena seem to be non-existence of the clearness of wind pressure mechanism. which applied on curtain wall. The object of this project study is to pursue the curtain wall which has high performance to wind load.
Following procedures are taken : 1) The wind damages of sash, window glass and shutter were investigated by field work. And moreover, the construction methods of these curtain wall were collected. 2) The low rise house(2.7mx3.6m plan. 3.1m in height) were erected and equipped wind pressure sensor. displacement meter on the curtain wall. The reference wind speed and wind direction were measured at 4m in heightapart 10m wind ward from the observation house. The records of wind speed and wind direction of the reference point, wind pressure data acting on the curtain wall and its deformation and displacement under relatively strong natural wind were obtained and were recorded by data recorder. 3) These data were analyzed by use of the statistical method. The characteristics of the wind force and the response of the curtain wall were investigated. The model of the wind forces were introduced based on the experimental results.
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