Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm

Author:

Das Arghyadip1ORCID,Paul Rajdip2ORCID,Dalui Sujit Kumar1ORCID

Affiliation:

1. Department of Civil Engineering Indian Institute of Engineering Science and Technology Howrah India

2. Department of Civil Engineering, C. V. Raman Global University, Bidyanagar, Mahura, Janla Bhubaneswar India

Abstract

SummaryThe current study aims to determine how the corner recession affects tall buildings with square plans. A series of numerical simulations have been conducted to find the parametric models' wind pressure. Visualization tools, such as contour plots and streamlines, present the wind flow near the buildings. Numerical simulations are conducted using RANS k‐ℇ turbulence models considering a length scale of 1:300. Subsequently, a shape optimization study has been carried out to propose a suitable percentage of corner recession, which should minimize the wind pressure on different faces of the building. As design factors, the amount of corner recession (S) and the wind incidence angle (Ø) are taken, along with the mean pressure coefficients (Cp) on the various building faces. Due to the eight axes symmetry of the building configuration, the random sampling technique is used for the Design of Experiment while accounting for the 0°–45° wind angle of attack. The Response Surface Approximation (RSA) is used to construct surrogate models of the objective functions. The RSA models are validated with wind tunnel test results presented in previously published articles. The optimization study is carried out using the multi‐objective genetic algorithm technique.

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. IS: 875. Code practice for the design loads (Other than Earthquake) for buildings Structs. (Part‐3 Wind Loads) 2015.

2. ASCE: 7–16 2016. Minimum design loads for buildings and other Structs. Structural Engineering Institute of the American Society of Civil Engineering Reston USA 2016.

3. AS/NZS: 1170.2:2021. Structure design actions Part – 2: Wind Actions Australian/New Zealand Standard. Sydney and Wellington 2011.

4. Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations

5. A.Elshaer G.Bitsuamlak A.El‐Damatty Wind Load Reductions due to Building Corner Modifications 22nd Annu. Conf. CFD Soc. Canada 2014 1–5.

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