VERIFICATION OF THE METHOD OF APPLICATION OF THE REDUCTION COEFFICIENT IN THE CALCULATION OF MONOLITHIC REINFORCED CONCRETE SYSTEMS TO RESIST PROGRESSIVE COLLAPSE
https://doi.org/10.33979/2073-7416-2021-95-3-68-75
Abstract
The paper presents a method of using the reduction factor to ensure the stability of monolithic reinforced concrete bearing structures to progressive collapse. Within the framework of the verification study, the correctness and validity of the developed method for the computational analysis of monolithic reinforced concrete bearing systems of buildings and structures to resist progressive collapse were proved. The reduction factor (K1) obtained and justified in the framework of the research performed is the most important deformation characteristic of the special limiting state of monolithic reinforced concrete bearing systems of buildings and structures for an emergency design situation associated with the failure of a local structural element.
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Review
For citations:
Mitrovic B. VERIFICATION OF THE METHOD OF APPLICATION OF THE REDUCTION COEFFICIENT IN THE CALCULATION OF MONOLITHIC REINFORCED CONCRETE SYSTEMS TO RESIST PROGRESSIVE COLLAPSE. Building and Reconstruction. 2021;(3):68-75. (In Russ.) https://doi.org/10.33979/2073-7416-2021-95-3-68-75
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