Capacity Design Optimization of Steel Building Frameworks Using Nonlinear Time-History Analysis
This study proposes a seismic design optimization method for steel building frameworks following the capacity design principle. Currently, when a structural design employs an elastic analysis to evaluate structural demands, the analysis results can be used only for the design of fuse members, and th...
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| Language: | en |
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2012
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| Online Access: | http://hdl.handle.net/10012/6879 |