## 1 Introduction
It is worth noting that the wind load, especially gusts of wind, which are very often two times greater in comparison to the mean wind speed and have a frequency of about 1 Hz [11], can also cause vibrations in structures [23]. [PERSON] and [PERSON] [24] studied the displacement of a lattice tower using time-history analysis and a nonlinear dynamic analysis and found that the displacement was higher by about 5-28% compared to that calculated using a static analysis. [PERSON] and [PERSON] [25] investigated the random wind-induced response of tower cranes using the finite element method and virtual excitation method. The results indicated that the vibrations of the tower crane showed a greater response at low frequencies. Next, [PERSON] et al. [26] studied the runaway of dayside container cranes subjected to transient gusty winds. They also proposed a sliding state to model the runaway and after a runaway caused by a wind gust. A linear filter autoregressive model was used by [PERSON] and [PERSON] [27] to simulate the time history of multi-dimensional fluctuating wind samples, and the corresponding wind load was applied to a finite element model of a tower crane to analyze the vibration response to the wind. The results showed that under the action of a wind speed of 20 m/s, the structural strength reserve of this type of tower crane was relatively sufficient. [PERSON] et al. [21] studied the interference effect of the different segments of a tower crane subjected to wind loads. The wind coefficients of a full-scale model of a tower crane were calculated using computational fluid dynamics (CFD). Then, the time history of the wind loads, simulated through the autoregressive method, was applied to the finite element model of a tower crane. Although the maximum wind load direction of the tower crane was perpendicular to its jib, the obtained results revealed that the maximum along-wind load direction was deflected by 30\({}^{\circ}\)-60\({}^{\circ}\), and the mean ratio of the absolute value of the across-wind coefficient to the along-wind coefficient of the tower crane was about 8.56%. [PERSON] et al. [28] studied the effect of stochastic dynamic transient gusty winds on the sliding and overturning of quayside container cranes. The main conclusion was that dynamic transient gusty-wind-induced peak responses follow a type III (Weibull) extreme value distribution. [PERSON] et al. [29] performed wind tunnel tests on an aeroelastic lattice tower model. The obtained results revealed that the resonance contribution could reach a maximum of 18% of the peak response of the tower. [PERSON] et al. [30] performed a modal analysis using the finite element method to calculate natural frequencies and corresponding mode shapes of a tower crane. The analysis was carried out to design a decentralized active vibration control to prevent the collapse of the crane. Active damping is added to the tower crane using pairs of force actuators-displacement sensors collocated on selected elements. Finally, [PERSON] and [PERSON] [31] compared the dynamic response of the tower crane excited by seismic vibrations and wind loads. In the last year, several interesting works, which concern the problem of the impact of wind loads on crane-like structures, were published. [PERSON] et al. [32] took into consideration the problem of the outer-attached tower cranes installed on super-high-rise buildings and exposed to wind-induced vibrations. Numerical CFD simulations and structural FEM calculations were performed. Next, [PERSON] et al. [33] presented a study on a similar problem. To avoid sophisticated finite element analysis of the main building, a modified generalized flexural-shear model (FSM-MS) was proposed to estimate the along-wind and across-wind displacement responses of the main building and the responses at the connection support of the tower crane. [PERSON] et al. [34] studied the lift effect on wind load estimation for a semi-submersible rig. Wind loads on the analyzed rig were calculated under the maritime atmospheric boundary layer.