Seismic performance of a 3D full-scale high-ductility steel?concrete composite moment-resisting structure?Part I Design and testing procedure.
A multi-level pseudo-dynamic (PSD) seismic test programme was performed on a full-scale three-bay two-storey steel?concrete composite moment-resisting frame built with partially encased composite columns and partial-strength connections. The system was designed to provide strength and ductility for...
| 發表在: | Earthquake engineering & structural dynamics. 37, 14 (2008). |
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| 格式: | Article |
| 語言: | English |
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