Address: 17 Naberezhnaya Severnoy Dviny, Arkhangelsk 163002 Russian Federation. Northern (Arctic) Federal University named after M.V.Lomonosov. Office 1425
Phone / Fax: (818-2) 21-61-18 Archive |
These works are licensed under a Creative Commons Attribution 4.0 International License. V.I. Korobko, A.V. Turkov Complete text of the article:Download article (pdf, 0.4MB )UDС624.074DOI:AbstractThe diagrams are built for bending change and own frequencies of single-span two-hinged beams with enlarged resilient flexing joint in the middle of span. The actual bending stiffness of joint is determined based on the experimental values of bending and frequencies of oscillations.Authors
AffiliationOrlov State Technical UniversityKeywordscomposite beam, enlarged joint, joints’ compliance, bending, frequency of oscillations, bending stiffness.Method for Determining Vertical Joint Stiffness of Composite Beam |
Make a Submission
Lesnoy Zhurnal (Russian Forestry Journal) was awarded the "Seal of Recognition for Active Data Provider of the Year 2024" INDEXED IN:
|
|
|
|
|
|
|
|
|
|
|
|
|