The calculation results for assembling monolithic spans are described. The data obtained during calculations are analyzed; the necessity of calculation of spans of this type at a few stages of including separate elements into work is determined. The comparative calculation of spatial models in the LIRA SOFTWARE is conducted.
FEATURES OF DESIGNING PRECAST-MONOLITHIC BRIDGE SPANS
2010
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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Scientific Periodicals of Ukraine | 2010
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