Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118209
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.contributorMainland Development Office-
dc.creatorWu, B-
dc.creatorZhou, Y-
dc.creatorChen, Z-
dc.creatorZhong, H-
dc.creatorLai, SK-
dc.date.accessioned2026-03-23T02:39:49Z-
dc.date.available2026-03-23T02:39:49Z-
dc.identifier.issn0219-4554-
dc.identifier.urihttp://hdl.handle.net/10397/118209-
dc.language.isoenen_US
dc.publisherWorld Scientificen_US
dc.subjectAnalytical approximate solutionen_US
dc.subjectBuckling loaden_US
dc.subjectSchröder’s iterationen_US
dc.subjectTranscendental equationen_US
dc.subjectVibration frequencyen_US
dc.titleHighly accurate analytical approximate solutions for the transcendental equation y tan y = x with applicationsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.doi10.1142/S0219455427710027-
dcterms.abstractThis 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.accessRightsembargoed accessen_US
dcterms.bibliographicCitationInternational journal of structural stability and dynamics, Published: 6 January 2026, Online Ready, https://doi.org/10.1142/S0219455427710027-
dcterms.isPartOfInternational journal of structural stability and dynamics-
dcterms.issued2026-
dc.identifier.scopus2-s2.0-105026796039-
dc.identifier.eissn1793-6764-
dc.identifier.artn2771002-
dc.description.validate202603 bcjz-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001275/2026-02en_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe work described in this paper was supported by the National Natural Science Foundation of China (Grant Nos. 12372024 and 52205255).en_US
dc.description.pubStatusEarly releaseen_US
dc.date.embargo2027-01-06en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-01-06
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