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Slender flexible structures are vulnerable to vibrations under wind loads.
This paper presents a procedure for response prediction in high-rise buildings under wind loads.
This paper presents dynamic analysis of base-isolated buildings under wind loads.
Numerical examples are used to assess the effectiveness of a TMD for vibration mitigation under wind loads.
Non-Gaussian environmental loads often may appropriately be reduced to Gaussian loads through the central limit theorem, e.g., integral loads on a building under wind loads.
Internal forces in cladding support components of large-span roof structures under wind loads were usually estimated only based on the local wind loads imposed on tributary areas.
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The chimney shapes are optimized for deformation under wind loading.
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.
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