Journal "Construction of Unique Buildings and Structures"

SPBPU.UNISTROY

4 Works

Calculating of a spatial cantilever truss natural vibration frequency with an arbitrary number of panels: analytical solution

Oleg Vorobev & Mikhail Nikolaevich Kirsanov
Text published via Construction of Unique Buildings and Structures
No citations were reported. No usage information was reported.
https://doi.org/10.4123/cubs.94.2 Cite

The formula for the lower estimate of the fundamental frequency of natural vibrations of a truss with an arbitrary number of panels

Elizaveta Petrichenko , Oleg Vorobev & Mikhail Nikolaevich Kirsanov
Text published via Construction of Unique Buildings and Structures
No citations were reported. No usage information was reported.
https://doi.org/10.4123/cubs.94.3 Cite

The Stress-Strain State of a Rectangular Covering Spatial Truss

Mikhail Kirsanov
Research Paper published via Construction of Unique Buildings and Structures
No citations were reported. No usage information was reported.
https://doi.org/10.18720/cubs.91.4 Cite

Analytical Solution of a Spacer Beam Truss Deflection with an Arbitrary Number of Panels

Mikhail Kirsanov
Research Paper published via Construction of Unique Buildings and Structures
No citations were reported. No usage information was reported.
https://doi.org/10.18720/cubs.88.2 Cite

Registration Year

  • 2021
    2
  • 2020
    2

Resource Types

  • Text
    4

Affiliations

  • Moscow Power Engineering Institute
    4

About DataCite

Services

Resources

Community