THE NECESSITY OF THE INFLUENCE OF LONGITUDINAL FORCES ACCOUNTING, ARISING IN THE DOUBLE-HINGED CONCRETE ARCH DURING THE POWER IMPACTS
DOI:
https://doi.org/10.15802/stp2007/17565Keywords:
flexibility, archAbstract
The basis of calculation of flexibility of steel-concrete building elements is offered on the example of archs of continual cross-section. The numerical calculations, confirming the necessity of calculation of flexibility characteristics while calculating elements of small cross-section.
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