FEA Simulation of the Biomechanical Structure Overload in the University Campus Planting

Table 1

Steps of model factors to vary.

Model variation factors	Leading sets of boundary conditions (BC)
	LiBC	HeBC
Trunk-branch material	ChestISO (isometric)	ChestTKP (orthotr.)	ChestWH (orthotr.)
Mesh	R-mesh	D-mesh
Crown shape	CurlCrown	RectCrown	DoubleCrown
Leaves mass	L-leaves (750 kg)	M-leaves (1225 kg)	H-leaves (1550 kg)
Wind pressure	380 Pa	600 Pa
Geometrical nonlinearity	Lin (1 step)	NonLin (30 steps)