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IDA在钢框架结构弹塑性分析中的应用研究 被引量：2

Application study of incremental dynamic analysis(IDA) method in elastic-plastic analysis of steel frame construction
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摘要 阐述了增量动力分析方法(IDA)是一种最有发展前景的方法,通过使用一组缩放地面运动记录下的非线性分析,可对钢框架结构在地震作用下的反应从弹性到弹塑性直到整个结构动力失稳做出全面的估计。 Incremental dynamic analysis （IDA） method is one of the most perspective methods. In this paper based upon nonlinear analysis of one group data rounded evaluation is carried out for the steel-frame structure under to seismic action from elasticity to plasticity until dynamic bucking of whole structure.
作者 孙文林
机构地区 湖南大学土木工程学院
出处 《山西建筑》 2005年第17期37-38,共2页 Shanxi Architecture
关键词 高层钢结构 增量动力分析 弹塑性分析 high-rise structure, Incremental dynamic analysis, elastic-plastic analysis
分类号 TU375.4 [建筑科学—结构工程]
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参考文献7

二级参考文献32

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共引文献2701

同被引文献22

  • 1张守斌,聂昊.增量动力分析方法及其在性能评估中的应用[J].工程建设与设计,2007(6):33-35. 被引量：4
  • 2Vamvatsikos D. Seismic performance, capacity and reliability of strtwtures as seen through incremental dynamics analysis [ D ]. Ph D Dissertation, Department of Civil and Environmental Eng. , Stanford University, 2002.
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  • 4Vamvatsikos D, Cornell C A. Direct estimation of seismic demand and capacity of multi-degree-of- freedom systems through incremental dynamic analysis of single-degree-of-freedom approximation [ J ]. Journal of Structural Engineering, 2005, 131 (4) : 589 - 599.
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  • 7Vamvatsikos D. Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis [ D ]. CA : Stanford University, 2002.
  • 8邵建华.抗弯钢框架-钢板剪力墙的结构影响系数与位移放大系数研究[D].南京:河海大学,2008.
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引证文献2

二级引证文献11

山西建筑
2005年 第17期

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