Hybrid CFD-Wind Tunnel Platform for Wind Load Evaluation of Tall Buildings

用于高层建筑风荷载评估的混合 CFD 风洞平台

• 批准号: RGPIN-2019-05569
• 负责人: Aboshosha, Haitham
• 金额: $ 2.26万
• 依托单位: Ryerson University
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2020
• 资助国家: 加拿大
• 起止时间: 2020-01-01 至 2021-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=715185
• 关键词: Hybrid; CFD; Wind; Tunnel; Platform

Design codes have limitations when it comes to wind load evaluation for tall buildings. For example, the codes (i) consider only basic building shapes, (ii) can't account for local surrounding configuration which can be of a significant effect, and (iii) do not distinguish between synoptic (regular) and non-synoptic (thunderstorm) winds. Wind Tunnel (WT) and Computational Fluid Dynamic (CFD) tools can be used in those cases. WT has gone through a long journey of over five decades of validation and utilization. However, conducting a WT study requires a long lead time (several weeks) for the model construction and instrumentation. CFD can overcome this challenge especially when the parallel computational power is properly utilized. However, because of its relatively newer introduction to wind load evaluation, CFD still needs more validation. This proposal focuses on coupling CFD and WT tools to combine the merits of both in terms of robustness and accuracy to study tall buildings aerodynamics. In this research proposal, three research programs have been introduced to investigate wind load evaluation of tall buildings considering snoptic and non-synoptic (thunderstorm) winds as follows: (i) Develop and validate a High-Performance (HP) CFD code tailored for aerodynamic wind load evaluation on Shared Memory Multi-Processor (SMMP) systems. SMMP systems prove to be 3-4 times faster than systems based on Message Passing Interface (MPI) widely used in current CFD codes; (ii) Develop, calibrate and automate a platform for WT testing at the subsonic WT at Ryerson U, which will be utilized to validate the CFD code in Program i; (iii) Develop and validate an analysis platform to couple the aerodynamic data from CFD/WT with climate and structural dynamic analyses to predict building responses and equivalent static loads. The anticipated CFD/WT platform will be employed to analyze several building shapes and surrounding configurations to cover the gaps in the design codes mentioned above and to develop a simplified analytical wind load evaluation approach suitable for practitioner engineers and/or for adoption in design codes. In addition, the platform enables users from both academia and industry to use the platform through a cyber interface at no cost to obtain their building loads. This will ultimately benefit our society to have buildings more resilient to natural wind-related disasters frequently driven by the climate change, which are two of the priority research areas of the Canadian Government.

设计规范在高层建筑风荷载评估方面存在局限性。例如，这些规范(i)只考虑建筑物的基本形状，（ii）不能考虑可能产生重大影响的局部周围结构，以及（iii）没有区分天气风（规则风）和非天气风（雷暴风）。在这些情况下，可以使用风洞（WT）和计算流体动力学（CFD）工具。WT经历了50多年的验证和应用的漫长历程。然而，进行WT研究需要很长时间（几周）来构建模型和使用仪器。CFD可以克服这一挑战，特别是当并行计算能力得到适当利用时。然而，由于其相对较新的引入风荷载评估，CFD仍然需要更多的验证。本文将CFD与WT相结合，结合两者在鲁棒性和准确性方面的优点，对高层建筑空气动力学进行研究。