Abstract
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.
Original language | English |
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Title of host publication | Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012 |
Pages | 1581-1588 |
Number of pages | 8 |
Publication status | Published - 1 Dec 2012 |
Event | 12th International Symposium on Structural Engineering, ISSE 2012 - Wuhan, China Duration: 17 Nov 2012 → 19 Nov 2012 |
Conference
Conference | 12th International Symposium on Structural Engineering, ISSE 2012 |
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Country/Territory | China |
City | Wuhan |
Period | 17/11/12 → 19/11/12 |
Keywords
- Eigensensitivity
- Eigensolution derivative
- Residual flexibility
- Substructuring method
ASJC Scopus subject areas
- Civil and Structural Engineering