A Simplified Model for Dynamic Response Analysis of Framed Self-Centering Wall Structures under Seismic Excitations

<div>Effects of the parameters regarding the PT tendon. (a) <i>F</i><sub>p0</sub>. (b) <i>k</i><sub>p</sub>.</div>

Shock and Vibration

Figure 18: A Simplified Model for Dynamic Response Analysis of Framed Self-Centering Wall Structures under Seismic Excitations 