摘要
介绍了运用midas Building程序对某超高层框筒结构进行动力弹塑性分析,总结了midas Building程序进行弹塑性分析的主要技术参数。通过与弹性分析进行对比,说明弹塑性分析更能反映实际情况,能对结构的抗震性能给出更合理全面的评价,并对工程设计给出指导。
The paper introduces to undertake the dynamic elasto-plastic analysis of the frame-tube structure at some super-high-rise building by adopting the midas Building pmgram, sums up the main technical parameter to have the dynamic elasto-plastic analysis with the midas Building program, undertakes the comparison with the elastic analysis, and indicates the elasto-plastic analysis can reflect the factual circumstance better and provide more reasonable and full-sided evaluation of the seismic performance of the structure, and directs the engineering design.
出处
《山西建筑》
2012年第26期35-36,共2页
Shanxi Architecture
关键词
超限高层建筑
动力弹塑性分析
纤维模型
框筒结构
super-high-rise building, dynamic elasto-plastic analysis, fiber model, frame-tube structure
