Dynamic coefficient for calculation of rigid reinforcement of mine shafts
Authors:
Abstract
In the practice of mine shaft reinforcement design up to the present time the calculation of reinforcement elements is made according to the norms based on the “Prussian rules for lifting and lowering people” from 6/IV 1925, Thus, in 1934 S. L. Lazovsky drew attention to the fact that due to the elasticity of conductors the load is distributed unevenly between the shoots and gave a solution to the problem of load distribution between the shoots taking into account the elasticity of conductors.
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References
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