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Nekotorye osobennosti rascheta betonnykh i zhelezobetonnykh konstruktsii, rabotayushchikh v usloviyakh vozdeistviya vysokikh temperatur
Design of concrete and reinforced concrete structures working under high temperatures; boundary between layers with different coefficients of heat transmission is considered to be plane with temperature of 100 C; location of this plane is expressed by algebraic equation; formulas for temperature fields; consideration of moisture content leads to reduction of longitudinal displacement of faces of statically determinate beams and to reduction of longitudinal force in statically indeterminate structures.
Nekotorye osobennosti rascheta betonnykh i zhelezobetonnykh konstruktsii, rabotayushchikh v usloviyakh vozdeistviya vysokikh temperatur
Design of concrete and reinforced concrete structures working under high temperatures; boundary between layers with different coefficients of heat transmission is considered to be plane with temperature of 100 C; location of this plane is expressed by algebraic equation; formulas for temperature fields; consideration of moisture content leads to reduction of longitudinal displacement of faces of statically determinate beams and to reduction of longitudinal force in statically indeterminate structures.
Nekotorye osobennosti rascheta betonnykh i zhelezobetonnykh konstruktsii, rabotayushchikh v usloviyakh vozdeistviya vysokikh temperatur
Nekotorye osobennosti rascheta betonnykh i zhelezobetonnykh konstruktsii, rabotayushchikh v usloviyakh vozdeistviya vysokikh temperatur
Farber, S.G. (author) / Fomin, S.L. (author)
1967
3 pages
Article (Journal)
Russian
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