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Reliability Assessment and Probability Based Design of Reinforced Concrete Containments and Shear Walls - Summary Report
The report summarizes work completed under the program entitled, 'Probability-Based Load Combinations for Design of Category I Structures'. Under the program, the probabilistic models for various static and dynamic loads were formulated. The randomness and uncertainties in material strengths and structural resistance were established. Several limit states of concrete containments and shear walls were identified and analytically formulated. Furthermore, the reliability analysis methods for estimating limit state probabilities were established. These reliability analysis methods can be used to evaluate the safety levels of nuclear structures under various combinations of static and dynamic loads. They can also be used to generate analytically the fragility data for PRA studies. In addition to the development of reliability analysis methods, probability-based design criteria for concrete containments and shear wall structures have also been developed.
Reliability Assessment and Probability Based Design of Reinforced Concrete Containments and Shear Walls - Summary Report
The report summarizes work completed under the program entitled, 'Probability-Based Load Combinations for Design of Category I Structures'. Under the program, the probabilistic models for various static and dynamic loads were formulated. The randomness and uncertainties in material strengths and structural resistance were established. Several limit states of concrete containments and shear walls were identified and analytically formulated. Furthermore, the reliability analysis methods for estimating limit state probabilities were established. These reliability analysis methods can be used to evaluate the safety levels of nuclear structures under various combinations of static and dynamic loads. They can also be used to generate analytically the fragility data for PRA studies. In addition to the development of reliability analysis methods, probability-based design criteria for concrete containments and shear wall structures have also been developed.
Reliability Assessment and Probability Based Design of Reinforced Concrete Containments and Shear Walls - Summary Report
H. Hwang (author) / M. Reich (author) / B. Ellingwood (author) / M. Shinozuka (author)
1986
111 pages
Report
No indication
English
Nuclear Science & Technology , Structural Analyses , Reinforced concrete , Design criteria , Reliability , Loads(Forces) , Dynamic loads , Static loads , Mathematical models , Walls , Shear properties , Limit design method , Containment buildings , Earthquake engineering , Seismic design , Probability
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