Strength Problems of Indirectly, Reinforced Compressed Elements of Spatial Structure

Authors

  • Tleubaeva T. A. Junior researcher, Research and Production Laboratory of LLC Spatial Structures,seismic resistance of buildings and structures "Zhambay, Uzbekistan

Keywords:

spatial structures, indirect reinforcement, strength problems, 2П elements, optimal solution

Abstract

A universal method of strength of the diaphragms of eccentrically compressed spatial elements with conventional and indirect reinforcement is proposed. The method is based on the basic dependences of the mechanics of a deformable solid. It allows you to take into account the peculiarities of the stress-strain state of concrete, the clips of which are mesh or spiral reinforced elements of the diaphragms of shells of the “2P” type.

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Published

2023-05-01

How to Cite

T. A., T. . (2023). Strength Problems of Indirectly, Reinforced Compressed Elements of Spatial Structure. Nexus: Journal of Advances Studies of Engineering Science, 2(4), 183–186. Retrieved from https://innosci.org/JISES/article/view/1205

Issue

Vol. 2 No. 4 (2023): APRIL

Section

Articles