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Tests and Calculations of Reinforced Concrete BEAMS Subjected to Dynamic Reversed Loads
This study presents the tests of a reinforced concrete beam conducted by the Department of Mechanical and Thermal Studies at the Centre d'Etudes Nucleaires, Saclay, France. The actual behavior of nuclear power plant buildings submitted to seismic loads is generally non linear even for moderate seismic levels. The non linearity is specially important for reinforced concrete beams type buildings. To estimate the safety factors when the building is designed by standard methods, accurate non linear calculations are necessary. For such calculations one of the most difficult point is to define a correct model for the behavior of a reinforced beam subject to reversed loads. For that purpose, static and dynamic experimental tests on a shaking table have been carried out and a model reasonably accurate has been established and checked on the tests results. (Atomindex citation 11:508072)
Tests and Calculations of Reinforced Concrete BEAMS Subjected to Dynamic Reversed Loads
This study presents the tests of a reinforced concrete beam conducted by the Department of Mechanical and Thermal Studies at the Centre d'Etudes Nucleaires, Saclay, France. The actual behavior of nuclear power plant buildings submitted to seismic loads is generally non linear even for moderate seismic levels. The non linearity is specially important for reinforced concrete beams type buildings. To estimate the safety factors when the building is designed by standard methods, accurate non linear calculations are necessary. For such calculations one of the most difficult point is to define a correct model for the behavior of a reinforced beam subject to reversed loads. For that purpose, static and dynamic experimental tests on a shaking table have been carried out and a model reasonably accurate has been established and checked on the tests results. (Atomindex citation 11:508072)
Tests and Calculations of Reinforced Concrete BEAMS Subjected to Dynamic Reversed Loads
J. Gauvain (Autor:in) / A. Hoffmann (Autor:in) / M. Livolant (Autor:in)
1978
4 pages
Report
Keine Angabe
Englisch
High Strength Concrete Beams Subjected to Reversed Loads
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