Wind and Structures
Volume 19, Number 1, 2014, pages 59-73
DOI: 10.12989/was.2014.19.1.059
Wind load on irregular plan shaped tall building – a case study
Souvik Chakraborty, Sujit Kumar Dalui and Ashok Kumar Ahuja
Abstract
This paper presents the results of wind tunnel studies and numerical studies on a \'+\' plan shaped tall building. The experiment was carried out in an open circuit wind tunnel on a 1:300 scale rigid model. The mean wind pressure coefficients on all the surfaces were studied for wind incidence angle of 0 and 45. Certain faces were subjected to peculiar pressure distribution due to irregular formation of eddies caused by the separation of wind flow. Moreover, commercial CFD packages of ANSYS were used to demonstrate the flow pattern around the model and pressure distribution on various faces. k-e and SST viscosity models were used for numerical study to simulate the wind flow. Although there are some differences on certain wall faces, the numerical result is having a good agreement with the experimental results for both wind incidence angle.
Key Words
tall building; computational fluid dynamics (CFD); vortex shedding; pressure coefficients; wind tunnel testing; wind incidence angle
Address
Souvik Chakraborty:Bengal Engineering and Science University Shibpur, India
Sujit Kumar Dalui:Faculty of Engineering (Civil), Bengal Engineering and Science University, Shibpur, India
Ashok Kumar Ahuja: Faculty of Engineering (Civil), Indian Institute of Technology Roorkee, India