Wind and Structures
Volume 38, Number 3, 2024, pages 203-214
DOI: 10.12989/was.2024.38.3.203
Aerodynamic mitigation of wind loads on a large-span cantilevered roof: A combined wind tunnel and CFD analysis
Chen Fubin, Wang Weijia, Yang Danqing and Shu Zhenru
Abstract
Large-span cantilevered roof represents a unique type of structure that is vulnerable to wind loads. Inspired by the need
to maximumly reducing the rooftop wind loads, this study examined the feasibility of positioning vented slots on the leading edge,
and the effectiveness of such aerodynamic mitigation measures are assessed via both physical and numerical simulations. The
reliability of numerical simulation was evaluated via comparisons with the wind tunnel tests. The results indicated that, the variation
of venting hole arrangement can cause significant change in the rooftop wind load characteristics. For the cases involved in this
study, the maximum reduction of mean and peak wind suction coefficients are found to be 9% and 8% as compared to the original
circular slot without venting holes. In addition, the effect of slot shape is also evident. It was shown that the triangular shaped slot
tends to increase the wind suction near the leading edge, whereas the hexagonal and octagonal shaped slots are found to decrease the
wind suction. In particular, with the installation of octagonal shaped slot, the maximum reduction of wind suction coefficients near
the leading edge reaches up to 31% as compared to the circular shaped slot, while the maximum reduction of mean wind suction
coefficients is about 30%.
Key Words
aerodynamic mitigation; large-span cantilevered roof; numerical simulation; wind pressure distribution; wind tunnel test
Address
Chen Fubin, Wang Weijia and Yang Danqing:School of Civil Engineering, Changsha University of Science and Technology, Changsha, 410082, China
Shu Zhenru:School of Civil Engineering, Central South University, Changsha, 410075, China