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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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Aerodynamic performance of CAARC standard tall building model by various corner chamfers

TL;DR: In this paper, the effects of corner chamfers on the aerodynamic performance of tall buildings were investigated and correlation factors for base moment coefficients and power spectral densities were proposed.
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Field measurements of extreme pressures on a flat roof of a low-rise building during typhoons

TL;DR: In this article, a full-scale moveable instrumented low-rise building has been built and implemented to monitor wind velocity field and associated building surface pressures during typhoon landfalls.
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Free vibration analysis of cantilevered tall structures under various axial loads

TL;DR: In this article, the free flexural vibration of a one-step bar with variable cross-section under various axial loads is reduced to Bessel's equations or ordinary equations with constant coefficients by selecting suitable expressions, such as power functions and exponential functions, for the distributions of stiffness and mass as well as for the axial forces acting on the bars.
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Vibratory Characteristics of Timoshenko Beams with Arbitrary Number of Cracks

TL;DR: In this article, an analytical approach for determining vibratory characteristics of cracked Timoshenko beams is proposed based on the rotational spring model for describing the local flexibility induced by a crack and the developed fundamental solutions.
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Correlation of dynamic characteristics of a super-tall building from full-scale measurements and numerical analysis with various finite element models

TL;DR: In this article, the performance of thenite element models is evaluated by correlating the natural frequencies and mode shapes from the numerical analysis with thenite elements models and field measurements, and the results generated from this study are expected to be of interest to professionals and researchers involved with the design of tall buildings.