To Civil Engineers – Question:

The compressive force in the wall section, combined with the anchoring of tendons in the ground, halts the bending moment by increasing stiffness, eliminates tension and cracking, improves the shear angles caused by diagonal tension, enhances the section's resistance to base shear, mitigates the wall's overturning moment and joint moments, increases the load-bearing capacity of the ground and the structure, and prevents the shear failure of concrete cover.

Science has proven all of this; these are established facts—facts about prestressing and anchoring.

All these measures halt deformation, and without deformation, failure does not occur. They increase the dynamic capacity of the wall without increasing mass, which, incidentally, also increases seismic loads and costs.

The question is: why aren’t these measures applied in construction to address earthquakes?

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