Analysis of Composite Masonry Structure in Eccentric Compression

According to existing failure standard,this thesis founded the space model with ANSYS and uses the element table and parameter language APDL of ANSYS to determine the failure load and the result tally with the result of experiment.This thesis simulated the behavior of eccentric compression brick masonry structure and found the change law of compression bearing capacity.Further,this thesis gave the influencing coefficient of eccentric compression brick masonry structure,and it further can be used to found the perfect and practical formula.