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- W664021 abstract "The results of nonlinear structural analyses of a 1:6-scale reinforced concrete model, which were independently conducted by ten different organizations, are briefly described and compared with the results of a pressure test to failure. The emphasis is primarily on the undisturbed response of the shell, i.e., the effect of penetrations is not considered." @default.
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- W664021 date "1989-01-01" @default.
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- W664021 title "An Overview of the Round-Robin Analysis of the 1:6-Scale Reinforced Concrete Containment Model" @default.
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