Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel
Wind tunnel testing of single-storey isolated building with 1: 100 scale down model was carried out in an open circuit wind tunnel without roughness elements facilities. The gable roof building model with 30˚ roof pitch was studied for wind directions of 0˚, 30˚, 45˚, 60˚ and 90˚. Pressure measureme...
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2018-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201820601006 |
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doaj-838b647786b54d2592c7cc4f482aa4552021-03-02T09:57:35ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012060100610.1051/matecconf/201820601006matecconf_iccems2018_01006Wind Directional Effect on a Single Storey House Using Educational Wind TunnelZaini S S0Rossli N1Majid T A2Deraman S N C3Razak N A4Disaster Research Nexus, School of Civil Engineering, Universiti Sains MalaysiaDisaster Research Nexus, School of Civil Engineering, Universiti Sains MalaysiaDisaster Research Nexus, School of Civil Engineering, Universiti Sains MalaysiaDisaster Research Nexus, School of Civil Engineering, Universiti Sains MalaysiaSchool of Aerospace Engineering, Universiti Sains MalaysiaWind tunnel testing of single-storey isolated building with 1: 100 scale down model was carried out in an open circuit wind tunnel without roughness elements facilities. The gable roof building model with 30˚ roof pitch was studied for wind directions of 0˚, 30˚, 45˚, 60˚ and 90˚. Pressure measurements were performed on all the walls and the roof (Zone 1, 2, 3, 4 and 5) of the building model with wind speed of 12 m/s. The results showed that the high suctions were generally induced by the 90˚ wind direction for Zone 1 and 60˚ and 90˚ wind directions for Zone 2. Mostly, high suction was also observed in case of 45˚ and 60˚ wind direction in Zone 3. In zone 4 and zone 5, high suction was generally induced by the 0˚ wind direction.https://doi.org/10.1051/matecconf/201820601006 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Zaini S S Rossli N Majid T A Deraman S N C Razak N A |
spellingShingle |
Zaini S S Rossli N Majid T A Deraman S N C Razak N A Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel MATEC Web of Conferences |
author_facet |
Zaini S S Rossli N Majid T A Deraman S N C Razak N A |
author_sort |
Zaini S S |
title |
Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel |
title_short |
Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel |
title_full |
Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel |
title_fullStr |
Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel |
title_full_unstemmed |
Wind Directional Effect on a Single Storey House Using Educational Wind Tunnel |
title_sort |
wind directional effect on a single storey house using educational wind tunnel |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2018-01-01 |
description |
Wind tunnel testing of single-storey isolated building with 1: 100 scale down model was carried out in an open circuit wind tunnel without roughness elements facilities. The gable roof building model with 30˚ roof pitch was studied for wind directions of 0˚, 30˚, 45˚, 60˚ and 90˚. Pressure measurements were performed on all the walls and the roof (Zone 1, 2, 3, 4 and 5) of the building model with wind speed of 12 m/s. The results showed that the high suctions were generally induced by the 90˚ wind direction for Zone 1 and 60˚ and 90˚ wind directions for Zone 2. Mostly, high suction was also observed in case of 45˚ and 60˚ wind direction in Zone 3. In zone 4 and zone 5, high suction was generally induced by the 0˚ wind direction. |
url |
https://doi.org/10.1051/matecconf/201820601006 |
work_keys_str_mv |
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