S
Shenghong Huang
Researcher at University of Science and Technology of China
Publications - 23
Citations - 695
Shenghong Huang is an academic researcher from University of Science and Technology of China. The author has contributed to research in topics: Large eddy simulation & Turbulence. The author has an hindex of 10, co-authored 14 publications receiving 565 citations. Previous affiliations of Shenghong Huang include City University of Hong Kong.
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Numerical evaluation of wind effects on a tall steel building by CFD
TL;DR: In this paper, a comprehensive numerical study of wind effects on the Commonwealth Advisory Aeronautical Council (CAARC) standard tall building is presented, which explores an effective and reliable approach for evaluation of wind effect on tall buildings by CFD techniques.
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A general inflow turbulence generator for large eddy simulation
TL;DR: In this article, a general inflow turbulence generator for numerical simulation of a spatially correlated turbulent flow field is presented, which can strictly guarantee divergence-free condition without any additional improving step and synthetically generate inflows satisfying prescribed spatial anisotropy and correlation conditions.
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A new dynamic one‐equation subgrid‐scale model for large eddy simulations
TL;DR: In this article, a new dynamic one-equation subgrid-scale (SGS) model is presented for large eddy simulations of turbulent flows, which is suitable for relatively coarse grid situations and simulation of high Reynolds number flows.
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Numerical simulations of wind-driven rain on building envelopes based on Eulerian multiphase model
TL;DR: A numerical simulation approach for evaluation of wind-driven rain (WDR) on building envelopes is presented based on Eulerian multiphase model, which considers both wind and rain motions and their interactions under Euler frame to significantly reduce the complexity in evaluations of WDR parameters.
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Large eddy simulation of wind effects on a long-span complex roof structure
TL;DR: In this paper, a combined study of numerical simulations and wind tunnel tests for the determinations of wind effects on a long-span complex roof of the Shenzhen New Railway Station Building was presented.