Analysis and Design of the Accessory Structure under the Large Deformation of a Flexible Roof

Table 1

Gust response factor of each area.

Response type; Vertical displacement of the roof cantilever end	Area A	Area B	Area C	Area D
Control wind direction	75°	90°	90°	240°
Gust loading factors	2.33	2.14	1.86	2.01