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ARTÍCULO
TITULO

THE NECESSITY OF THE INFLUENCE OF LONGITUDINAL FORCES ACCOUNTING, ARISING IN THE DOUBLE-HINGED CONCRETE ARCH DURING THE POWER IMPACTS

O. F. Tatarinov    

Resumen

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.

Palabras claves

PÁGINAS
pp. 235 - 237
MATERIAS
INFRAESTRUCTURA

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