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

Table 2

Dynamic amplification factor and the control wind direction angle.

Response type; Vertical displacement of the roof cantilever end	Area A	Area B	Area C	Area D
Control wind direction	105	60	105	90
Acceleration root variance (m/s^2)	2.226	2.209	1.644	2.575
DAF	1.57	1.56	1.42	1.66