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The material parameters are shown in Table 1.
Acknowledgements This work was financially supported by Major State Basic Research Development Program of China (973 Program) (No:2010CB732001) National Science Foundation for Distinguished Young Scholars of China（NO：51025935）and National Natural Science Foundation of China (NO:51174190）.
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Experimental Raw materials WDG were kindly supplied by Jinhui Liquor Corporation Limited and dried to a constant weight.
This work was financially supported by the National Science-technology Support Plan of China (2011BAD15B03), Spark Program of China Ministry of Science and Technology (2010GA860004), Support Program for Youth Innovative Talents of Gansu (09-0165), Hongliu Project for Elitist of Lanzhou University of Technology (Q201101) and Hongliu Project for Young Teachers Cultivation of Lanzhou University of Technology (201207).
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The composite steel plate shear wall, which was covered with concrete wall on the one side or both the two sides of the steel plate and the two different materials were connected by shear bolts or tie bars, was invented in the late 1970s.
Acknowledgements The authors are grateful for the financial support from the National Natural Science Foundation of China (50978005) and the Key Project of Science and Technology of Beijing (D09050600370000).
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Establishment of Nonlinear Finite Element Analytical Model Model Design Dimension and Mechanical Property of Materials.
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In the simulation, choice of unit types, load settings, unit division and interface treatment of different materials are made on basic of reference [4].
Stress contours of materials have been attained.
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