Reliability based design rules for column buckling |
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| Authors: | Janet Lenz Mayasandra K Ravindra Theodore V Galambos |
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| Affiliation: | Department of Civil and Environmental Engineering, Washington University, St. Louis, Missouri, 63130, U.S.A. |
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| Abstract: | A load factor design criterion based on a first-order probability theory is derived for the buckling strength of structural steel columns. The load factors and strength factor are evaluated using available information and testresults. It is also shown how different column theories can be compared on the basis of design resistance obtained from each theory. The paper concludes by describing how probabilistic problems can be simplified by using a first order theory. |
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