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大型结构地震历时分析的Ritz缩减技术
引用本文:楼梦麟,连伟良.大型结构地震历时分析的Ritz缩减技术[J].大连理工大学学报,1990,30(2):153-159.
作者姓名:楼梦麟  连伟良
作者单位:大连理工大学土木工程系抗震研究室,大连理工大学土木工程系抗震研究室 福建省水利电力学校
摘    要:把Ritz向量直接迭加法与静力子结构法相结合.建立缩减结构动力方程直接积 分的近似算法.算例表明,这一方法对于诸如混凝土坝等大型结构地震反应的历时分 析是很有效的.

关 键 词:地震反应分析  结构振动  子结构法

Ritz Reduction for Seismic Response Analysis of Large Structures
Lou Menglin,Lian Weiliang.Ritz Reduction for Seismic Response Analysis of Large Structures[J].Journal of Dalian University of Technology,1990,30(2):153-159.
Authors:Lou Menglin  Lian Weiliang
Institution:Dept. of Civil Engineering. DUT
Abstract:First, some improvements have been made for direct superposition of Ritz vectors in this paper. And then, an approach for reducing dynamic equations of large structures is introduced by combining direet superposition of Ritz vectors with static substructure algorithm. The reduced equations are integrated by step-by-step instead of integrating the primary equations. Therefore, the calculation time can be greatly reiluced for seismic response analysis of large structures with higher precision. The numerical examples show that this approach is effective for large structures such as concrete dams.
Keywords:earthquake response analysis  structural vibration  substructure method  
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