I am working on a verification of RC shear wall subjected to cyclic loading using ANSYS APDL 14.50 but the results given by ansys are far different from that of the experimental results.

- I used solid 65 for concrete and link 180 for modelling concrete and steel respectively. Discrete reinforcement is modelled.

- i applied loads as displacement on the top of the wall.

- I am using transient analysis while solution

- I am also applying monotonic loading as 0.07*Ag*Fc

- The results which I am obtaining is 10 times less than that of the experimental results.

- Is there any other thing I should focus on to get my results.?

- Are there any suggestions for improving the analytical behavior of the wall ?

THANKS IN ADVANCE .

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