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- W1966046054 abstract "In a companion paper as well as in earlier publications, it has been shown that in asymmetric frame buildings, designed in accordance with modern codes and subjected to strong earthquake excitations, the ductility demands at the so called" @default.
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- W1966046054 date "2011-06-25" @default.
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- W1966046054 title "Improved earthquake resistant design of torsionally stiff asymmetric steel buildings" @default.
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- W1966046054 doi "https://doi.org/10.12989/eas.2011.2.2.127" @default.
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