Dynamic Calculation of a Multi-Storey Building under Longitudinal-Shear Vibrations

Authors

  • M. K. Usarov Institute of Mechanics and Seismic Stability of Structures, Tashkent, 100125, Uzbekistan
  • Sh. I. Askarhodjaev Institute of Mechanics and Seismic Stability of Structures, Tashkent, 100125, Uzbekistan
  • D. K. Shamsiev Institute of Mechanics and Seismic Stability of Structures, Tashkent, 100125, Uzbekistan
  • F. A. Usanov. Institute of Mechanics and Seismic Stability of Structures, Tashkent, 100125, Uzbekistan

Keywords:

Seismic load, multi-story building, displacements, stresses, force

Abstract

Within the framework of the bimoment theory of thick plates, a spatial dynamic continuum model of multi-storey buildings under longitudinal seismic impact is proposed. Formulas are proposed for determining the reduced moduli of elasticity and density. The natural frequency, displacement and stress values of a multi-story building were calculated.

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Published

2024-06-13

How to Cite

M. K. Usarov, Sh. I. Askarhodjaev, D. K. Shamsiev, & F. A. Usanov. (2024). Dynamic Calculation of a Multi-Storey Building under Longitudinal-Shear Vibrations. American Journal of Engineering , Mechanics and Architecture (2993-2637), 2(6), 79–83. Retrieved from http://grnjournal.us/index.php/AJEMA/article/view/5140

Issue

Vol. 2 No. 6 (2024): American Journal of Engineering , Mechanics and Architecture

Section

Articles