Software Implementation of the Dynamic Elastoplasticity Analysis Method in Engineering Practice
Dynamic elastoplasticity time history analysis is a fairly advanced method for research on the seismic performance of the structure.Presently, structural design is completed with the design software.With the interface program between the design software and Abaqus, exchange of the model information is completed, and then Abaqus is used for conducting calculation of dynamic elastoplasticity.This has become a fairly mature analysis method.In this Paper, an original interface program between Midas/gen and Abaqus is described.Taking a high-rise connected structure as the example, the specific process of realizing dynamic elastoplasticity analysis for the high-rise structure based on Abaqus platform is illustrated in details.
Dynamic elastoplasticity analysis interface program Abaqus
Li Jiangbo Cheng Jian Ren Wei Huang Jun
Zhejiang Province Institute of Architectural Design and Research (ZIAD), Hangzhou, 310006
国际会议
The 10th International Symposium on Architectural Interchanges in Asia(第十届亚洲建筑国际交流会)
杭州
英文
1346-1350
2014-10-14（万方平台首次上网日期，不代表论文的发表时间）