Wind and Structures
Volume 41, Number 4, 2025, pages 221-272
DOI: 10.12989/was.2025.41.4.221
Experimental wind tunnel testing of rectangular buildings under wind loads
Moustafa Aboutabikh, Tarek Ghazal, Mohamed Abdelwahab and Haitham Aboshosha
Abstract
Rapid urbanization and vertical growth have made wind forces a crucial design factor for tall, flexible buildings.
However, current design codes often lack comprehensive guidelines for extreme wind events, particularly thunderstorms and
downbursts, which exhibit complex wind profiles that differ significantly from typical Atmospheric Boundary Layer (ABL)
conditions. This study addresses these gaps by developing an aerodynamic database with experimental data on building
responses to both ABL and downburst loads, aiming to enhance structural resilience against extreme wind events. Wind tunnel
tests were conducted on nine building models with varying geometries and aspect ratios at the Toronto Metropolitan University
Wind Tunnel, under a range of wind directions and terrain configurations to capture diverse wind-loading scenarios. Beyond
establishing a comprehensive aerodynamic database, this research places particular emphasis on evaluating the structural
response of buildings subjected to both ABL and downburst wind loads. The analysis systematically examines wind-induced
forces, moments, and dynamic responses especially under downburst conditions. By integrating experimental data with
advanced analysis, the study provides a robust framework for understanding and predicting building performance under extreme
wind scenarios. By providing a more accurate and efficient tool for wind design in mid- and high-rise structures, this research
reduces the dependency on extensive wind tunnel testing. The aerodynamic database developed here offers valuable insights for
innovative engineering applications, facilitating safer and more adaptable urban building designs capable of withstanding both
ABL and thunderstorm-induced wind loads.
Key Words
aerodynamic database; atmospheric boundary layer; downbursts; structures; wind engineering; wind loads; wind tunnel
Address
Moustafa Aboutabikh:Civil Engineering Department, Toronto Metropolitan University (formerly Ryerson University), Toronto, Ontario, Canada M5B 2K3
Tarek Ghazal:Civil Engineering Department, Toronto Metropolitan University (formerly Ryerson University), Toronto, Ontario, Canada M5B 2K3
Mohamed Abdelwahab:Civil Engineering Department, Toronto Metropolitan University (formerly Ryerson University), Toronto, Ontario, Canada M5B 2K3
Haitham Aboshosha:Civil Engineering Department, Toronto Metropolitan University (formerly Ryerson University), Toronto, Ontario, Canada M5B 2K3