Cyclic Behaviour of Expanded Polystyrene (EPS) Sandwich Reinforced Concrete Walls

Figure 8

Variation of displacements due to flexure, shear, and yield penetration: axial load-deformation relationship (left) and ratio of each displacement to total displacement at each loading step (right). (a) RCW4 specimen. (b) RCW8 specimen.

(a)

(b)