Technical Papers
Jul 12, 2021

Wind Interference Effects from One High-Rise Building and Similar Low-Rise Flat-Roof Buildings

Publication: Journal of Structural Engineering
Volume 147, Issue 9

Abstract

Wind tunnel tests in an open terrain were carried out to study interference effects on peak pressure coefficients of one low-rise flat-roof building due to one high-rise building and similar low-rise buildings. The results demonstrate that amplification interference effects are significant on the minimum pressures at the edge of the low-rise building roof adjacent to the high-rise building and on the maximum pressures in the roof area away from the high-rise building, where the minimum pressure means the algebraic minimum with negative suction. Magnitudes of the envelope peak pressure coefficients on the low-rise building increase when the high-rise building height increases. The envelope minimum peak pressure coefficients in the roof middle area parallel to the high-rise building experience amplification effects at large building height and small spacing ratios, but other roof areas experience shielding effects at small spacing ratios, and interference factors of the envelope minimum peak pressure coefficients increase with the increase of the height and spacing ratios. When the spacing ratio is less than two, cases with large height ratios display amplification effects on the envelope maximum peak pressure coefficients, and amplification effects increase with the increase of the height ratio or the decrease of spacing ratio.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The work in this paper was partially supported by the National Natural Science Foundation of China (Grant Nos. 52078088 and 51378059) and the 111 Project of China (Grant No. B18062). The authors are also grateful to Ms. Shuo Wang from Beijing Jiaotong University for her contribution towards the paper.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 9September 2021

History

Received: Sep 16, 2020
Accepted: Apr 29, 2021
Published online: Jul 12, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 12, 2021

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Authors

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Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, PR China (corresponding author). ORCID: https://orcid.org/0000-0003-2702-3758. Email: [email protected]
Weihua Cheng [email protected]
Graduate Student, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China. Email: [email protected]
Graduate Student, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China. Email: [email protected]
Qingshan Yang [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, PR China. Email: [email protected]

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