Wind effects on ‘Z’ plan-shaped tall building: a case study

Journal Title: International journal of advanced structural engineering - Year 2016, Vol 8, Issue 3

Abstract

The present paper is centered on the study to understand the behavior of various surfaces of a ‘Z’ planshaped tall building under varying wind directions. For that purpose, computational fluid dynamics (CFD) package of ANSYS is used. The length scale is considered as 1:300. Force coefficients both in the along and across wind direction as well as the external surface pressure coefficients for different faces of the object building are determined and listed for wind incidence angle 0–150 with increment of 30. The wind flow pattern around the building showing flow separation characteristics and vortices are presented. The variation of wind pressure on different surfaces of the building is clearly shown by contour plots. The nature of deviation of external pressure coefficients along the height of the building as well as along the perimeter of the building for different wind angles of attack is presented. The force coefficient (Cf) along the X direction is extreme for 15 wind angle and along Y direction it is maximum for 60 angle of attack. Unsteady vortices are generated in the wake region due to a combination of positive and negative pressure in the windward and leeward faces, respectively.

Authors and Affiliations

Rajdip Paul, Sujit Kumar Dalui

Keywords

Related Articles

Seismic response of a full-scale wind turbine tower using experimental and numerical modal analysis

Wind turbine technology has developed tremendously over the past years. In Egypt, the Zafarana wind farm is currently generating at a capacity of 517 MW, making it one of the largest onshore wind farms in the world. It i...

A state of the art review on reinforced concrete beams with openings retrofitted with FRP

The use of externally bonded fiber reinforced polymer (FRP) sheets, strips or steel plates is a modern and convenient way for strengthening of reinforced concrete (RC) beams. Several researches have been carried out on r...

Prediction of residual shear strength of corroded reinforced concrete beams

With the aim of providing experimental data on the shear capacity and behavior of corroded reinforced concrete beams that may help in the development of strength prediction models, the test results of 13 corroded and fou...

Wind interference effect on an octagonal plan shaped tall building due to square plan shaped tall buildings

The variation of pressure at the faces of the octagonal plan shaped tall building due to interference of three square plan shaped tall building of same height is analysed by computational fluid dynamics module, namely AN...

Inelastic deformation demands of regular steel frames subjected to pulse-like near-fault ground shakings

Evaluating the capability of elastic Load Patterns (LPs) including seismic codes and modified LPs such as Method of Modal Combination (MMC) and Upper Bound Pushover Analysis (UBPA) in estimating inelastic demands of non...

Download PDF file
  • EP ID EP210711
  • DOI 10.1007/s40091-016-0134-9
  • Views 81
  • Downloads 0

How To Cite

Rajdip Paul, Sujit Kumar Dalui (2016). Wind effects on ‘Z’ plan-shaped tall building: a case study. International journal of advanced structural engineering, 8(3), 319-335. https://europub.co.uk/articles/-A-210711