THE STRENGTH AND DEFORMATION OF THE JOINTS OF COLUMNS AND CROSSBARS IN BUILDINGS FROM LOW-CYCLIC - SEISMIC LOADS

Authors

  • Nigmat Bahramovich Shaumarov Tashkent State Transport University

Keywords:

Reinforced Concrete Nodes, Columns, Crossbars, Rebars

Abstract

Examining damaged reinforced concrete buildings, low concrete strength was noted, errors in the installation and joining of fittings, the absence or small number of clamps, etc. As a result, a frame building made of monolithic reinforced concrete may collapse.

References

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Tso W.K. Pollner E. Heiderbrecht A.C. Cyclic Loading on Externally. Reintorced Masoniry Walls.

Park R. Paulay T. Behaviour of Reinforced Concrete External Beam - Column Joints under Cyclic Loading.

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Rzhevskiy V. A. “Study nestatsionarnykh elastoplastic systems with multicomponent seismic effects (structural mechanics and calculation of structures)”, 1989, No. 3, pp. 54-58.

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Published

2021-12-27

How to Cite

Nigmat Bahramovich Shaumarov. (2021). THE STRENGTH AND DEFORMATION OF THE JOINTS OF COLUMNS AND CROSSBARS IN BUILDINGS FROM LOW-CYCLIC - SEISMIC LOADS. European Journal of Research Development and Sustainability, 2(12), 192-195. Retrieved from https://scholarzest.com/index.php/ejrds/article/view/1649

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