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Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Formulas for Fundamental Natural Frequency of Plane Periodic Truss
Kirsanov M.N.
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss
Kirsanov M.N.
Natural Frequency Spectrum and Fundamental Frequency Formula for Plane Periodic Lattice Truss
Kirsanov M.N.
Development of Analytical Method for Cable-stayed Bridges Considering Local Damages Caused by Failure of Supporting Cables
Ahmed A.R., Qais Q.A., Yermoshin N.A.
Evaluation of seismic forces under modified structural schemes in the process of vibrations
Chernov Y.T., Qbaily J.
EVALUATION OF THE ACCURACY OF NUMERICAL SIMULATION RESULTS WHEN SOLVING THE PROBLEM OF PROPAGATION OF PULSE EXPOSURE IN THE FORM OF A TRIANGLE IN AN ELASTIC HALF-PLANE
Musayev V.K., Dikova E.V., Akat'ev S.V., Starodubtsev V.V., Samoylov S.N.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
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