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Prediction of Thermal Stress in Hardening Mass Concrete Structures Using Temperature Monitoring Data
Tyurina V.S., Chepurnenko A.S., Yazyev B.M.
Peculiarities of the condition of the foundation slab of the pumped storage power plant water intake
Lisichkin S.E., Kotitsyna S.S.
Performance of reinforced concrete elements strengthened with carbon fiber CFRP at elevated temperatures
Alzamili H.H., Elsheikh A.M.
Flexural stiffness of lightweight steel-concrete slab panels made of low-density foam concrete
Rybakov V.A.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
EXPERIMENTAL RESEARCHES SLIP'S WORK DIFFERENTS EMBOSSMENTS
Rumyanceva I.A.
Forming A Structural Design USING genetic algorithm and Delaunay tetrahedral partition
Alekseytsev A.V., Serpik I.N., Kurchenko N.S.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
EXPERIMENTAL RESEARCHES OF WORK OF EMBOSSMENTS SUBJECTED TO THE BENDING
Rumyanceva I.A.
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