Figure8
From: Reliability analysis of a large curved-roof structure considering wind and snow coupled effects
![Reliability analysis of a large curved-roof structure considering wind and snow coupled effects](https://image.oaes.cc/d35cbd8e-c5c9-4a82-ae7f-103d13f2cccf/5334-8.jpg)
Figure 8. Steady member axial stress and node deflection of the large curved-roof structure under representative wind, snow and self-weight loads (at a time instant of 300 s). (A) Member axial stress of the structure (MPa); (B) node vertical deflection of the structure (mm).