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Volumn 5, Issue , 2008, Pages 2860-2866
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A probabilistic approach for the determination of extreme actions with respect to the structural design
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Author keywords
[No Author keywords available]
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Indexed keywords
BUILDING TECHNOLOGIES;
DESIGN CODES;
DESIGN VALUES;
EARTHQUAKE LOADS;
EARTHQUAKE MAGNITUDES;
EUROCODE;
EXCEEDANCE PROBABILITIES;
EXTREME VALUE STATISTICS;
INTERNATIONAL CONGRESS ON ADVANCES IN NUCLEAR POWER PLANTS;
LIMIT STATES;
NATIONAL CODES;
NUCLEAR RENAISSANCE;
PARTIAL SAFETY FACTORS;
PROBABILISTIC APPROACHES;
RETURN PERIOD;
STATISTICAL DATA;
ULTIMATE LIMIT STATES;
WIND LOADS;
ARCHITECTURAL DESIGN;
BLOOD VESSEL PROSTHESES;
CODES (STANDARDS);
CODES (SYMBOLS);
EARTHQUAKES;
ELECTRIC CONDUCTIVITY MEASUREMENT;
ELECTRIC POWER PLANTS;
NUCLEAR ENERGY;
NUCLEAR ENGINEERING;
NUCLEAR INDUSTRY;
NUCLEAR POWER PLANTS;
PROBABILITY;
RECONSTRUCTION (STRUCTURAL);
SAFETY FACTOR;
SEISMOLOGY;
STATISTICAL METHODS;
STORMS;
STRUCTURAL DESIGN;
POWER PLANTS;
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EID: 52249099026
PISSN: None
EISSN: None
Source Type: Conference Proceeding
DOI: None Document Type: Conference Paper |
Times cited : (3)
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References (6)
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