Shock and Vibration / 2015 / Article / Tab 1

Research Article

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

Table 1

The models.

The modelsThe height of  spandrel (m)

Model 1With structural columns0.9
Model 2Without structural columns
Model 3With structural columns1.2
Model 4Without structural columns
Model 5With structural columns0.6
Model 6Without structural columns