Qiusheng Li

TL;DR: In this article, an analytical model of wind-induced dynamic torque on rectangular tall buildings is established accordingly, and a calculation method is presented based on the proposed model to estimate windinduced torsional responses of rectangular tall building in the frequency domain.

TL;DR: In this paper, the fine structures of the crust and upper mantle of the basin-and-range juncture on the northwestern margin of the Qinghai-Tibetan Plateau are first delineated by the deep seismic reflection profile across the juncture zone between the Tarim Basin and the West Kunlun Mountains.

TL;DR: In this paper, the authors investigate the interference effects between twin super-tall buildings with aerodynamic modifications and show that the dynamic wind loads and responses are greatly increased in critical tandem and staggered arrangements of the twin towers and the minimum peak negative pressure coefficients are approximately 30% larger than those without interference.

TL;DR: In this article, two different response surface methods, namely the polynomial-based response surface method and the artificial neural network-based Response Surface method, are developed to solve the inverse reliability problems with implicit response functions, and the accuracy and efficiency of the two response surfaces methods are demonstrated through two numerical examples of steel structures.

TL;DR: In this article, an Fuzzy neural network (FNN) was used to predict wind loads on buildings on the basis of data obtained from model tests in wind tunnels, where simultaneous pressure measurements were made on a large flat roof model in a boundary layer wind tunnel, and parts of the wind tunnel test results were used as the training sets for the FNN to recognize the pressure distribution patterns.