Qiusheng Li

TL;DR: In this article, the authors established the governing differential equations for shear lag in cable-stayed bridges under combined axial and lateral loads, and then the homogeneous solutions of the differential equation for the shear delay were taken as the displacement patterns of the finite segment.

TL;DR: Wang et al. as mentioned in this paper presented a comprehensive study of wind effects on the supertall building through wind tunnel testing and field measurement, and the wind-induced loads and pressures on the skyscraper were measured by highfrequency force balance technique and synchronous multipressure sensing system, respectively.

TL;DR: In this paper, the authors investigated the aerodynamic characteristics of a long-span cable-stayed bridge girder during the erection stage and found that the drag and lift-force coefficients increase with an increase in the angle of attack.

TL;DR: In this article, a numerical weather prediction (NWP) model with 2-km-spatial and 1-h-temporal resolution in conjunction with observations, spatiotemporal analysis of offshore wind field characteristics and energy potential in Hong Kong is presented.

TL;DR: This article first presents the comprehensive review and linear comparison of existing structural health monitoring codes and standards, and the progress of the codification of GB 50982-2014 is imparted and its main features and specifications are summarized.