Qiusheng Li

TL;DR: In this article, the behavior of transmission lines under strong winds has been investigated in numerous studies, and the authors concluded that transmission lines are vulnerable to wind actions and that wind-prone transmission lines can cause significant damage to transmission lines.

TL;DR: In this article, the authors analyzed the wind pressure on the claddings of a 600-m-high skyscraper in Shenzhen, China, during Super Typhoon Mangkhut on September 16, 2018.

TL;DR: In this article, an analytical model of a flexural-shear plate is proposed and the governing differential equation for vibration of such a plate with variably distributed mass and stiffness considering the effects of damping and axial forces is established.

TL;DR: The serviceability of super-tall buildings depends primarily on the wind-induced structural responses, especially accelerations as discussed by the authors, to mitigate the discomforting structural vibrations, pendulum-type t.

TL;DR: Based on the empirical formulas for power spectra of generalized modal forces and local fluctuating wind forces in across-wind and torsional directions, the wind-induced lateral-torsional coupled response analysis of a representative rectangular tall building was conducted by setting various parameters such as eccentricities in centers of mass and/or rigidity as mentioned in this paper.