Wind Effect on Single-Column Support Billboard
Billboards are one of the types of structures that wind load can be the dominant lateral load on this type of structures. Since billboards are usually placed in public places, destroying these structures under wind can cause irreparable damage. In this research, using wind tunnel testing and numeric...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Babol Noshirvani University of Technology
2025-07-01
|
| Series: | Iranica Journal of Energy and Environment |
| Subjects: | |
| Online Access: | https://www.ijee.net/article_206961_f368201c0a1bf7679fb7cd878af25899.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832591574817570816 |
|---|---|
| author | A. R. Tousi H. Sadeghi |
| author_facet | A. R. Tousi H. Sadeghi |
| author_sort | A. R. Tousi |
| collection | DOAJ |
| description | Billboards are one of the types of structures that wind load can be the dominant lateral load on this type of structures. Since billboards are usually placed in public places, destroying these structures under wind can cause irreparable damage. In this research, using wind tunnel testing and numerical modeling based on computational fluid dynamics (CFD), the effect of wind on single-plate, two-plate, and triangle billboards has been investigated. The models used in the wind tunnel are made using wood at a scale of 0.01. To find the critical loading pattern of wind load, the structure in the wind tunnel is rotated every 5 degrees concerning the wind direction, and the wind pressure values are recorded. The maximum displacement in single-plate, two-plate, and triangular billboards with tubular column sections is obtained at θ= 45°, θ= 45° and θ= 15°, respectively. Due to the nature of the wind flow, rectangular columns are unsuitable for billboards because the stiffness of the column also changes with the change of the wind angle relative to the billboard. |
| format | Article |
| id | doaj-art-5aa637f09b4d412eb3b909d004e660fb |
| institution | Kabale University |
| issn | 2079-2115 2079-2123 |
| language | English |
| publishDate | 2025-07-01 |
| publisher | Babol Noshirvani University of Technology |
| record_format | Article |
| series | Iranica Journal of Energy and Environment |
| spelling | doaj-art-5aa637f09b4d412eb3b909d004e660fb2025-01-22T10:46:58ZengBabol Noshirvani University of TechnologyIranica Journal of Energy and Environment2079-21152079-21232025-07-0116347048310.5829/ijee.2025.16.03.08206961Wind Effect on Single-Column Support BillboardA. R. Tousi0H. Sadeghi1Department of Civil Engineering, Damghan Branch, Islamic Azad University, Damghan, IranDepartment of Civil Engineering, Damghan Branch, Islamic Azad University, Damghan, IranBillboards are one of the types of structures that wind load can be the dominant lateral load on this type of structures. Since billboards are usually placed in public places, destroying these structures under wind can cause irreparable damage. In this research, using wind tunnel testing and numerical modeling based on computational fluid dynamics (CFD), the effect of wind on single-plate, two-plate, and triangle billboards has been investigated. The models used in the wind tunnel are made using wood at a scale of 0.01. To find the critical loading pattern of wind load, the structure in the wind tunnel is rotated every 5 degrees concerning the wind direction, and the wind pressure values are recorded. The maximum displacement in single-plate, two-plate, and triangular billboards with tubular column sections is obtained at θ= 45°, θ= 45° and θ= 15°, respectively. Due to the nature of the wind flow, rectangular columns are unsuitable for billboards because the stiffness of the column also changes with the change of the wind angle relative to the billboard.https://www.ijee.net/article_206961_f368201c0a1bf7679fb7cd878af25899.pdfbillboardcfd modelingtubular column sectionwind loadwind tunnel test |
| spellingShingle | A. R. Tousi H. Sadeghi Wind Effect on Single-Column Support Billboard Iranica Journal of Energy and Environment billboard cfd modeling tubular column section wind load wind tunnel test |
| title | Wind Effect on Single-Column Support Billboard |
| title_full | Wind Effect on Single-Column Support Billboard |
| title_fullStr | Wind Effect on Single-Column Support Billboard |
| title_full_unstemmed | Wind Effect on Single-Column Support Billboard |
| title_short | Wind Effect on Single-Column Support Billboard |
| title_sort | wind effect on single column support billboard |
| topic | billboard cfd modeling tubular column section wind load wind tunnel test |
| url | https://www.ijee.net/article_206961_f368201c0a1bf7679fb7cd878af25899.pdf |
| work_keys_str_mv | AT artousi windeffectonsinglecolumnsupportbillboard AT hsadeghi windeffectonsinglecolumnsupportbillboard |