Q
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.
Papers
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Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading
TL;DR: In this article, the buckling problem of non-uniform columns subjected to axial concentrated and distributed loading is studied, and the exact solutions that represent a class of exact functional solutions for buckling problems are obtained.
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Buckling of multi-step non-uniform beams with elastically restrained boundary conditions
TL;DR: In this article, the governing differential equation for buckling of a multi-step non-uniform beam under several concentrated axial forces is established, and the two fundamental solutions of bending moment and the recurrence formulas developed in this paper are used to determine the critical buckling forces for a multiscale NN beam without spring supports.
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Experimental studies on shear lag of box girders
TL;DR: In this article, two experimental studies on shear lag effect are conducted, one for box girders with varying depth in cross section and the other for box Girders under simultaneous axial and lateral loads.
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Postbuckling of cross-ply laminated cylindrical shells with piezoelectric actuators under complex loading conditions
Hui-Shen Shen,Qiusheng Li +1 more
TL;DR: In this paper, a postbuckling analysis for a cross-ply laminated cylindrical shell with piezoelectric actuators subjected to the combined action of mechanical, electric and thermal loads is presented.
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Seismic response analysis of structures with velocity-dependent dampers
TL;DR: In this paper, a damper-brace component composed of a viscous or viscoelastic damper connecting with braces in series is presented for seismic response analysis of structures with velocity-dependent passive energy dissipation devices.