Shock and Vibration / 2015 / Article / Tab 3

Research Article

The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures

Table 3

The stiffness of pier between windows and spandrel ( N/m).

The modelsPier between windows Pier beside windowsSpandrel

Model 1With structural columns2.831.151.61
Model 2Without structural columns2.430.74
Model 3With structural columns3.481.572.20
Model 4Without structural columns2.911.02
Model 5With structural columns2.350.861.00
Model 6Without structural columns2.100.55