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При бетонирование массивных конструкций в строительстве при отрицательных и положительных температурах, требуется решать ряд проблем для борьбы с температурными трещинами. В этой работе был проведен расчет термонапряженного состояния массивной плиты Нижегородского гидроузла в строительный период.
When concreting massive structures in construction at negative and positive temperatures, it is necessary to solve a number of problems to combat temperature cracks. In this work, the thermal stress state of a massive slab of the Nizhny Novgorod hydroelectric complex during the construction period was calculated.
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