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The dynamic behaviour of guys under wind load is studied.
The contact wire cross section under wind load is shown in Fig. 8.
A typical structure under wind load is analyzed using a finite element model.
Finally, the building vibration under wind load and the related human comfort problem is addressed.
Vertical cylindrical welded steel tanks are typical thin-walled structures which are very susceptible to buckling under wind load.
This paper investigates the buckling behavior of open-topped steel tanks under wind load by finite element simulation.
Similar(39)
Slender flexible structures are vulnerable to vibrations under wind loads.
The chimney shapes are optimized for deformation under wind loading.
This paper presents a procedure for response prediction in high-rise buildings under wind loads.
Whilst effective for small inclinations, these can underperform when the structure is inclined under wind loading.
This paper presents dynamic analysis of base-isolated buildings under wind loads.
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