The quasi-superplasticity of as-cast lead brass was studied by monodirectional elongation experiment.

摘要采用单拉伸铸态铅黄铜进行了准超塑性研究。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采用ANSYS软件混凝土剪墙在单水平荷载作用下的程进行了非线性有限元分析。