Dynamic properties analysis of a stay cable-damper system in consideration of design and constructio...
Dynamic properties analysis of a stay cable-damper system in consideration of design and construction factors
About this item
Full title
Author / Creator
Publisher
Heidelberg: Institute of Engineering Mechanics, China Earthquake Administration
Journal title
Language
English
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Publication information
Publisher
Heidelberg: Institute of Engineering Mechanics, China Earthquake Administration
Subjects
More information
Scope and Contents
Contents
A numerical solution based on the Steffensen stable point iterative method is proposed to resolve the transcendental frequency equation of a stay cable-damper system. The frequency equation, which considers clamped supports and fl exural rigidity of the cable, is intended to investigate the infl uence of the parameters of the cable damper system on...
Alternative Titles
Full title
Dynamic properties analysis of a stay cable-damper system in consideration of design and construction factors
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Author / Creator
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Primary Identifiers
Record Identifier
TN_cdi_proquest_miscellaneous_1551081507
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_1551081507
Other Identifiers
ISSN
1671-3664
E-ISSN
1993-503X
DOI
10.1007/s11803-014-0233-1
