Seismic Response Analysis of Masonry Minaret and Possible Strengthening by Fiber Reinforced Cementitious Matrix (FRCM) Materials

<table>Maximum principal stress, maximum principal strain and minimum principal stress distribution for strengthened model under the effect of scaled synthetic accelerogram (in Pa).</table>

Advances in Materials Science and Engineering

fig14

Figure 14

Figure 14: Seismic Response Analysis of Masonry Minaret and Possible Strengthening by Fiber Reinforced Cementitious Matrix (FRCM) Materials 