IMPROVED SUBSTRUCTURING METHOD FOR CALCULATION OF EIGENSENSITIVITY
Calculation of eigensensitivity is usually time-consuming for a large-scale structure.This paper develops a substructuring method for computing the first-,second-and high-order eigensensitivity.The local area of a structure is treated as an independent substructure to be analyzed.The eigensensitivity of global structure with respect to a design parameter are calculated from the eigensensitivity of a particular substructure that contains the design parameter,thus allowing a significant reduction in computational cost.The accuracy and efficiency of the substructuring method is proved by a frame structure and a highway bridge.
Eigensensitivity eigensolution derivative substructuring method residual flexibility
Shun Weng Tuoyu Jiang Hongping Zhu Ling Mao Yong Xia
School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074 Department of Civil & Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloo
国际会议
The Twelfth International Symposium on Structural Engineering (第十二届结构工程国际研讨会)
武汉
英文
1581-1588
2012-11-17(万方平台首次上网日期,不代表论文的发表时间)