Analysis of the Stress-Strain State of the Shell Chimney Kirishi Power Plant with the Features of Valid Schemes of Work
L. R. Pravuk, A. S. Volkov, D. S. Volkov
Donbas National Academy of Civil Engineering and Architecture
Abstract: It has been represented results of the comparative analysis of calculations of a shell of reinforced concrete chimney H = 320 m Kirishskaya GRES taking into account the actual technological schemes of work with 1 suction trunk instead of 3 the effect of the initial roll, dynamic wind effects and solar radiation on the stresses in the vertical and horizontal sections at the height of the building, as well as on the deformation of the roll. It has been performed assessment of the degree of influence of various factors on the durability of the barrel of the chimney.
Keywords: chimney, modal analysis, strength, deformation, solar radiation, bearing capacity, reliability.
Pages: 67-73.
Link for citation: Pravuk, L. R.; Volkov, A. S.; Volkov, D. S. Analysis of the Stress-Strain State of the Shell Chimney Kirishi Power Plant with the Features of Valid Schemes of Work. – Text : electronic. – In: Proceeding of the Donbas National Academy of Civil Engineering and Architecture. – 2017. – Issue 2017-3(125) Buildings and structures using new materials and technologies. – Р. 67-73. – URL: https://donnasa.ru/publish_house/journals/vestnik/2017/2017-3(125)/st_12_pravuk_volkov_volkov.pdf (date of access: 15.10.2024). (in Russian)
Issue 2017-3 (125)Journal: Proceeding of the Donbas National Academy of Civil Engineering and Architecture
Publish house: Donbas National Academy of Civil Engineering and Architecture