Method and apparatus to minimize and control damage to a shear wall panel subject to a loading event

1. A building wall, comprising:

a shear wall panel having a horizontal bottom edge, a left vertical edge, a right vertical edge, a bottom left corner at an origin of the horizontal bottom edge and left vertical edge, and a bottom right corner at an origin of the horizontal bottom edge and right vertical edge;

a horizontal base support located under the horizontal bottom edge of the shear wall panel;

a tie-down coupling the shear wall panel to the base support at a central point along the horizontal bottom edge of the shear wall panel such that the shear wall panel rocks under horizontal forces; and

a left toe crushing element situated under the bottom left corner of the shear wall panel and a right toe crushing element situated under the bottom right corner of the shear wall panel, the bottom left and right corners of the shear wall panel compressing the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces.

2. The building wall of claim 1 , wherein the bottom left and right corners of the shear wall panel compress the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces under a low loading event without causing permanent deformation to the left and right toe crushing elements.

3. The building wall of claim 1 , wherein the bottom left and right corners of the shear wall panel compress the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces under a high loading event causing permanent deformation to the left and right toe crushing elements.

4. The building wall of claim 3 , wherein the bottom left and right corners of the shear wall panel compress the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces under a high loading event without causing permanent deformation to the left and right corners of the shear wall panel.

5. The building wall of claim 1 , wherein the left toe crushing element situated under the bottom left corner of the shear wall panel and a right toe crushing element situated under the bottom right corner of the shear wall panel are fastened to the respective bottom left and right corner of the shear wall panel.

6. The building wall of claim 5 , wherein the bottom left and right corners of the shear wall panel tensioning the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces.

7. The building wall of claim 1 , further comprising a left steel post situated between the bottom left corner of the shear wall and the left toe crushing element and a right steel post situated between the bottom right corner of the shear wall and the right toe crushing element.

8. The building wall of claim 7 , wherein the bottom left and right corners of the shear wall panel compressing the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces comprises the bottom left and right corners of the shear wall panel compressing the respective left and right steel posts into the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces.

9. The building wall of claim 8 , wherein the left and right toe crushing elements each comprise a plurality of horizontal layers of wood material and a reinforcing compressive screw positioned under the respective left and right steel posts and screwed vertically through at least a top layer of the plurality of horizontal layers of wood material.

10. The building wall of claim 9 , wherein the bottom left and right corners of the shear wall panel compressing the respective left and right steel posts into the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces comprises the respective left and right steel posts driving vertically downward the reinforcing compressive screw further into the plurality of horizontal layers of wood material as the shear wall panel rocks under horizontal forces.

11. The building wall of claim 1 , wherein the bottom left corner and the bottom right corner of the shear wall panel each comprises a cut-out section to accommodate the left toe crushing element situated under the bottom left corner of the shear wall panel and the right toe crushing element situated under the bottom right corner of the shear wall panel.

12. The building wall of claim 1 , further comprising a left steel post situated between the base support and the left toe crushing element and a right steel post situated between the base support and the right toe crushing element.

13. The building wall of claim 12 , wherein the bottom left and right corners of the shear wall panel compressing the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces comprises the bottom left and right corners of the shear wall panel compressing the respective left and right steel posts into the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces.

14. The building wall of claim 13 , wherein the left and right toe crushing elements each comprise a plurality of horizontal layers of wood material and a reinforcing compressive screw positioned above the respective left and right steel posts and screwed vertically through at least a bottom layer of the plurality of horizontal layers of wood material.

15. The building wall of claim 14 , wherein the bottom left and right corners of the shear wall panel compressing the respective left and right steel posts into the respective left and right toe crushing elements as the shear wall panel rocks under horizontal forces comprises the respective left and right steel posts driving vertically upward the reinforcing compressive screw further into the plurality of horizontal layers of wood material as the shear wall panel rocks under horizontal forces.

16. The building wall of claim 1 , further comprising:

a second shear wall panel in plane with and adjacent to the shear wall panel, the second shear wall panel having a horizontal bottom edge, a left vertical edge, a right vertical edge, a bottom left corner at an origin of the horizontal bottom edge and left vertical edge, and a bottom right corner at an origin of the horizontal bottom edge and right vertical edge;

wherein the horizontal base support further is located under the horizontal bottom edge of the second shear wall panel;

wherein a second tie-down couples the second shear wall panel to the base support at a central point along the horizontal bottom edge of the second shear wall panel such that the second shear wall panel rocks under horizontal forces;

a vertical edge connector coupling the shear wall panel and the second shear wall panel along a portion of adjacent vertical edges of the respective shear panels; and

a second left toe crushing element situated under the bottom left corner of the second shear wall panel and a second right toe crushing element situated under the bottom right corner of the second shear wall panel, the bottom left and right corners of the second shear wall panel compressing the respective second left and right toe crushing elements as the second shear wall panel rocks under horizontal forces.

17. The building wall of claim 1 , wherein the vertical edge connector couples the shear wall panel and the second shear wall panel along a portion of adjacent vertical edges of the respective shear panels, such that, during a low loading event, the adjacent shear wall panels rock together as a single unit under horizontal forces.

18. The building of claim 1 , wherein the vertical edge connector that couples the shear wall panel and the second shear wall panel along a portion of adjacent vertical edges of the respective shear panels dissipates energy, such that, during a high loading event, the adjacent shear wall panels rock independently of one another under horizontal forces.