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When the specimen reaches the ultimate state, the maximum strains appear at the bottom and bottom half. The X-type crack develops at the central section. After the break through crack appears at the bottom, the wide X-type crack forms and the shearwall fails soon. Ductility performance. 0,the deformation corresponding to yield load is regarded as yield deformation,and the deformation corresponding to ultimate load is regarded as ultimate deformation. The ductility coefficients for the specimens of the first series are calculated in table 2.

7] Tang C A,Yang W T,Fu Y F,et al. A new approach to numerical method of modeling geological processes and rock engineering problems-continuum to discontinuum and linearity to nonlinearity[J]. Engineering Geology,1998,49(3/4):207–214. [8] Wu Zheng, Zhang Chenjuan. Investigation of rock damage model and its mechanical behavior [J]. Chinese Journal of Rock Mechanics and Engineering, 1996,15(1):55-61. 39 Strain Fatigue Behavior of Thin-Walled Tubes of Zr-1Nb and Zr-4 and Thin Plates of N18 at Elevated Temperatures Q.

1 The finite element model of shearwall (1) 24 Advances in Material Engineering and Mechanical Engineering The horizontal cyclic load method was adopted in finite element analysis, and the loading system was controlled by load–deformation which divided into load control stage and deformation control stage. It was controlled by load before yield load, each class load reciprocating again. After yield load, it was controlled by deformation, each displacement level reciprocating three times until the specimen completely destroyed (or bearing capacity dropped to 85% of limit load).

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