Figure4

Reliability analysis of a large curved-roof structure considering wind and snow coupled effects

Figure 4. Distribution of coefficients of wind pressure and snow pressure in sub-regions of the large curved roof. For ease of analysis, the roof is divided into 18 sub-regions of the same size (36 m $$ \times $$ 30 m), which are sequentially labeled Z1 to Z18. (A) Wind pressure coefficient; (B) snow pressure coefficient.

Disaster Prevention and Resilience
ISSN 2832-4056 (Online)
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