2014Journal of Water Resources and Architectural EngineeringRequires access

Study on Wind Load Shape Coefficient of Low-rise Buildings with Hip Roof

Huang Min-qia

Open publisher page 0 citations

Abstract

Based on Reynolds-averagedNavier-Stokes and SSTk-ω turbulence model,the wind pressure on the hip roof of low-rise buildings is simulated and calculated in the paper. Firstly, the shape coefficient on the roof of TTU(Texas Tech University)low-rise buildingmodel is investigatedwith numerical simulation technique.Comparedwith otherexisting data, the reasonable agreementbetween the numerical results and previous data confirms that the computational resolution here is reliable.Then,the effectsof the building's shape parameters(pitch and eaves)upon the shape coefficients on the roof of low-rise buildings are analyzed by using numerical simulation under differentwind directions. Simultaneously, the change rule of the roof shape coefficientwith respectto the shape parameters is summarized,providing a reference for the wind-resistant design of the low rise buildingswith hip roof.

About this research paper

What this paper is about

Based on Reynolds-averagedNavier-Stokes and SSTk-ω turbulence model,the wind pressure on the hip roof of low-rise buildings is simulated and calculated in the paper. Firstly, the shape coefficient on the roof of TTU(Texas Tech University)low-rise buildingmodel is investigatedwith numerical simulation technique.Comparedwith otherexisting data, the reasonable agreementbetween the numerical results and previous data confirms that the computational resolution here is reliable.Then,the effectsof the building's shape parameters(pitch and eaves)upon the shape coefficients on the roof of low-rise buildings are analyzed by using numerical simulation under differentwind directions. Simultaneously, the change rule of the roof shape coefficientwith respectto the shape parameters is summarized,providing a reference for the wind-resistant design of the low rise buildingswith hip roof.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Based on Reynolds-averagedNavier-Stokes and SSTk-ω turbulence model,the wind pressure on the hip roof of low-rise buildings is simulated and calculated in the paper. Firstly, the shape coefficient on the roof of TTU(Texas Tech University)low-rise buildingmodel is investigatedwith numerical simulation technique.Comparedwith otherexisting data, the reasonable agreementbetween the numerical results and previous data confirms that the computational resolution here is reliable.Then,the effectsof the building's shape parameters(pitch and eaves)upon the shape coefficients on the roof of low-rise buildings are analyzed by using numerical simulation under differentwind directions. Simultaneously, the change rule of the roof shape coefficientwith respectto the shape parameters is summarized,providing a reference for the wind-resistant design of the low rise buildingswith hip roof.

Key concepts: Roof, Eaves, Low-rise, Turbulence, Wind engineering, Structural engineering, Computational fluid dynamics, Pressure coefficient

Related papers

Back to paper searchBrowse research topicsOriginal source
Study on Wind Load Shape Coefficient of Low-rise Buildings with Hip Roof — Research Paper | ScholarLens