Year: 2006
Type: article
Abstract: The stationary covering above tribunes of a stadium is reviewed as a truncated rod shell of positive curvature in the elliptical plan. The system of dimensionless spatially‐rigid parameters is obtained for this structure, and it stipulates features of stressed and deformed state of structure under the influence of assumed loads. The results of numerical and experimental studies, original positions of the suggested engineering procedure of design and calculation, results of experimental designing are adduced.
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: gold
Estimated APC paid: $517
OpenAlex ID: W1546354000