Our research group has completed a series of nonlinear dynamic response analysis of various typical multi-storey and multi-span frameworks in various intensity-category by this program.
A nonlinear finite element analysis of 4 RC deep flexural simply supported beams with the program VT2 is presented.
使用基于扰动应力场模型的非线性有限元程序VT2分析了4个深受弯简支梁的受力性能。
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In this paper, a type of analysis method and the program of nonlinearanalysis of interaction of piled raft foundations and superstructure were established.