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

Figure 7

Tree fastened to ground A and loaded by B (wind pressure) and C (gravity force): (a) leeward windward; (b, c) windward. Deformation shapes and reaction force vectors are for LiBC and HeBC condition sets at (b, c), respectively: ×1.

(a)

(b)

(c)