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

Table 4

The maximum expansion of the type 2 node.

Wind direction angle (°)	Average value (mm)	Pulsation value (mm)	Maximum (mm)
90	13.0	8.1	33.0
90	−12.0	7.2	30.0
90	−11.8	7.3	30.0
90	−14.5	6.2	30.0
90	10.0	6.1	25.0
90	10.0	5.0	22.0
270	−12.1	4.2	22.0
270	8.5	4.6	20.0
270	7.8	4.9	20.0
270	6.9	4.4	18.0