Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3296
Title: Fast response method for undamped structures
Author(s): Leung, Andrew Yee Tak 
Issue Date: 1983
Publisher: Elsevier
Journal: Engineering Structures 
Volume: 5
Issue: 2
Start page: 141
End page: 149
Abstract: 
The conventional modal method in structural response analysis converges very slowly with respect to the number of natural modes. The convergent property is improved by using the condensed stiffness and mass matrices of the system. Thus, less natural modes are required and the difficulties of computing high natural modes are avoided. Undamped response due to deterministic and random excitations are discussed and numerical examples are given.
URI: https://repository.cihe.edu.hk/jspui/handle/cihe/3296
DOI: 10.1016/0141-0296(83)90027-5
CIHE Affiliated Publication: No
Appears in Collections:CIS Publication

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