Effect of Wind Load on Milad Tower and Adjacent Buildings Case study: Shed Adjacent to Tower

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Sheikh Aleslami A.A.; Sadeghi H.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Iranica Journal of Energy and Environment Year:2023 | Volume:14 | Issue:3 Page(s): 289-300

Download Full-Text

View:

Download:

Cites:

Information Journal Paper

Title

Effect of Wind Load on Milad Tower and Adjacent Buildings Case study: Shed Adjacent to Tower

Author(s)

Sheikh Aleslami A.A. | Sadeghi H. | Issue Writer Certificate

Keywords

Computational fluid dynamics modeling

Milad Tower

shed

Wind Load

Wind tunnel test

Abstract

Tall buildings are subject to Wind Loads as one of the effective lateral loads. An analysis of the effect of wind on Milad Tower is presented in this research. The Wind tunnel testing results and numerical modelling implemented in computational fluid dynamics (CFD) using ANSYS software. For the numerical simulation, the K-epsilon model has been used. The study evaluated the flow around the tower in several deformation states and compared it with a model where the tower is modeled rigidly in the wind tunnel. The maximum coefficient of negative pressure (suction) at the top of the tower structure equals to -1.95, which occurs at q =90o, and the maximum coefficient of the positive pressure equals +1. Since the buildings near the tower are located a short distance from the tower, the shed's structure, which is located near the tower, has also been investigated. With the aid of Tecplot software. The wind pressure coefficients obtained from the Wind tunnel test were plotted. As part of the Wind Loading analysis in the single-span and two-span shed models, the model is rotated with a step of 5o relative to the direction of wind application, and wind pressure is recorded.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans