Review of Wind-Induced Effects Estimation through Nonlinear Analysis of Tall Buildings, High-Rise Structures, Flexible Bridges and Transmission Lines

The nonlinear effects exhibited by structures under the action of wind loads have gradually stepped into vision wind-resistant researchers. By summarizing prominent wind-induced problems four types wind-sensitive structures, namely tall buildings, high-rise flexible bridges, and transmission lines, occurrence mechanism their is revealed, providing cutting-edge research progress in theoretical studies, experimental methods vibration control. Aerodynamic admittance provides insights aerodynamic nonlinearity (AN) between pressure spectrum speed building surfaces. equivalent equation method used to solve equations with generalized van-der-Pol-type damping terms. elastic–plastic finite element multiscale modeling are widely employed analyze geometric (GN) material (MN) at local nodes on response latticed structures. AN blunt sections bridges arises from amplitude dependence derivative higher-order term self-excited force. Volterra series models more suitable for than polynomial studied past. improved Lindstedt–Poincare perturbation method, which considers strong GN ice-covered offers high accuracy. complex numerical calculations analyses involved continue consume significant computational resources time, especially field conditions variable structural forms. It necessary further develop analytical, identification tools facilitate features future.