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Qiusheng Li

Researcher at City University of Hong Kong

Publications -  476
Citations -  11153

Qiusheng Li is an academic researcher from City University of Hong Kong. The author has contributed to research in topics: Wind speed & Wind tunnel. The author has an hindex of 47, co-authored 429 publications receiving 8830 citations. Previous affiliations of Qiusheng Li include Chinese Ministry of Education & Guangzhou University.

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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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Typhoon effects on super-tall buildings

TL;DR: In this paper, a detailed analysis of the field data was conducted to investigate the characteristics of typhoon-generated wind and wind-induced vibrations of these super-tall buildings under typhoon conditions.
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Free vibration analysis of non-uniform beams with an arbitrary number of cracks and concentrated masses

TL;DR: In this paper, an exact approach for free vibration analysis of a non-uniform beam with an arbitrary number of cracks and concentrated masses is proposed, where a model of massless rotational spring is adopted to describe the local flexibility induced by cracks in the beam.
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Seismic analysis of the world’s tallest building

TL;DR: In this article, a shaking table test was conducted to determine the constitutive relationships and finite element types for the CFT columns and steel members for establishing the finite element (FE) model of the tall building.
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Inflow turbulence generation methods with large eddy simulation for wind effects on tall buildings

TL;DR: In this paper, four inflow turbulence generation methods (including three synthetic turbulence methods and the recycling method) were used to simulate wind flows in ABL for LES of wind loadings on a tall building.