Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/118209
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.contributor | Mainland Development Office | - |
| dc.creator | Wu, B | - |
| dc.creator | Zhou, Y | - |
| dc.creator | Chen, Z | - |
| dc.creator | Zhong, H | - |
| dc.creator | Lai, SK | - |
| dc.date.accessioned | 2026-03-23T02:39:49Z | - |
| dc.date.available | 2026-03-23T02:39:49Z | - |
| dc.identifier.issn | 0219-4554 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/118209 | - |
| dc.language.iso | en | en_US |
| dc.publisher | World Scientific | en_US |
| dc.subject | Analytical approximate solution | en_US |
| dc.subject | Buckling load | en_US |
| dc.subject | Schröder’s iteration | en_US |
| dc.subject | Transcendental equation | en_US |
| dc.subject | Vibration frequency | en_US |
| dc.title | Highly accurate analytical approximate solutions for the transcendental equation y tan y = x with applications | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.doi | 10.1142/S0219455427710027 | - |
| dcterms.abstract | This technical note examines the function y(x), defined implicitly by the transcendental equation y tan y = x, which arises in various scientific and engineering applications. The function y(x) is a multivalued function, consisting of multiple branches. The Padé approximation method is applied to derive analytical approximations for each branch. The proposed approach requires the evaluation of only two square roots for the first branch and one square root for each subsequent branch. The precision of these explicit approximations can be further enhanced through the application of Schröder’s iteration, which entails computing only one additional tangent function. The resulting approximate expressions maintain high accuracy across both small and large values of x. Highly accurate analytical expressions for the buckling load of a uniform column with one end free and the other end elastically restrained under axial compressive loading, as well as for the analysis of the spring effective mass in a spring–mass vibration system, are derived using the proposed approximations. | - |
| dcterms.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | International journal of structural stability and dynamics, Published: 6 January 2026, Online Ready, https://doi.org/10.1142/S0219455427710027 | - |
| dcterms.isPartOf | International journal of structural stability and dynamics | - |
| dcterms.issued | 2026 | - |
| dc.identifier.scopus | 2-s2.0-105026796039 | - |
| dc.identifier.eissn | 1793-6764 | - |
| dc.identifier.artn | 2771002 | - |
| dc.description.validate | 202603 bcjz | - |
| dc.description.oa | Not applicable | en_US |
| dc.identifier.SubFormID | G001275/2026-02 | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The work described in this paper was supported by the National Natural Science Foundation of China (Grant Nos. 12372024 and 52205255). | en_US |
| dc.description.pubStatus | Early release | en_US |
| dc.date.embargo | 2027-01-06 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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