[1]许琪楼.空间杆系结构的子空间迭代动力分析和抗震计算[J].郑州大学学报(工学版),1982,3(02):64-74.
Xu Qilou.Subspace iterative dynamic analysis and seismic calculation of space truss structures[J].Journal of Zhengzhou University (Engineering Science),1982,3(02):64-74.
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空间杆系结构的子空间迭代动力分析和抗震计算(
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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3
- 期数:
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1982年02期
- 页码:
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64-74
- 栏目:
-
- 出版日期:
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1982-11-01
文章信息/Info
- Title:
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Subspace iterative dynamic analysis and seismic calculation of space truss structures
- 作者:
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许琪楼
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郑州工学院土建系
- Author(s):
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Xu Qilou
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Department of Civil Engineering, Zhengzhou Institute of Technology
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- 文献标志码:
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A
- 摘要:
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<正> 随着结构振动研究和抗震计算的日益深入,寻求一种比较有效的动力分析方法是十分需要的。对于自由度数目很大的空间杆系结构的动力计算,子空间迭代提供了一种有效的计算方法。为此本文着重介绍子空间迭代法的计算原理和它在空间杆系结构抗震计算中的应用。
- Abstract:
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With the deepening of structural vibration research and seismic calculation, it is necessary to find a more effective dynamic analysis method.Subspace iteration provides an effective method for dynamic calculation of spatial linkage structures with a large number of degrees of freedom.Therefore, this paper focuses on the calculation principle of subspace iteration method and its application in the seismic calculation of space truss structures.
更新日期/Last Update:
2023-07-31