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Моделирование работы башенных сооружений дымовых труб в системе «Ствол-фундамент-основание»

Моделирование работы башенных сооружений дымовых труб в системе «Ствол-фундамент-основание»

Abstract

Design models of the brick chimney shaft were examined. Comparison modeling methods of interaction of the basement soil and the chimney shaft was carried out. Comparison of the influence degree on the stress-strain state of the chimney shaft with different soil conditions is performed.

Рассмотрены расчетные модели ствола кирпичной дымовой трубы. Проведено сравнение методов моделирования взаимодействия грунтового основания и ствола дымовой трубы. Выполнено сравнение степени влияния на напряженно-деформированное состояние ствола трубы различных грунтовых условий.

Keywords

башенные сооружения, ствол кирпичной дымовой трубы, продольно- поперечный изгиб, упругая относительно угловых перемещений опора, крен фундамента, грунтовые условия

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
bronze