Reliability estimation of steel frameworks of industrial buildings equipped with overhead travelling cranes
Abstract: The article is devoted to the reliability assessment of steel frameworks of one-storey industrial buildings with overhead travelling cranes. The increased values of crane loads and spatial behavior of steel frameworks were accounted in the probabilistic computations. The design models of frameworks that appropriate actual behavior of frameworks were detected for design calculation of steel frameworks on design computer systems. The practical evaluations of reliability parameters of steel frameworks of one-storey industrial buildings were obtained accounting the time factor and actual external loads. The contribution of bracing elements to the spatial behavior assurance was determined, especially of the braking structures and sheathing bracing elements.
Keywords: steel frameworks, one-storey industrial buildings, spatial behavior, crane loads, structural reliability.
Pages: 227-235.
For citation: Pichugin, S. F.; Patenko, Yu. A. Reliability estimation of steel frameworks of industrial buildings equipped with overhead travelling cranes. – Text : electronic. – In: Metal Constructions. – 2012. – Vol. 18, N 4. – Р. 227-235. – URL: https://donnasa.ru/publish_house/journals/mk/2012-4/02_pichugin_patenko.pdf (date of access: 25.11.2024). – ISSN 1993-3517. (in Russian)
Vol. 18, N 4 (2012)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture