Optimal seismic design of moment-resisti
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G. Apostolakis; G. F. Dargush
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Article
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2009
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John Wiley and Sons
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English
β 706 KB
## Abstract The effectiveness of hysteretic passive devices to protect and mitigate the response of a structure under seismic loading is well established by both analytical and experimental research. Nevertheless, a systematic and wellβestablished methodology for the topological distribution and si