Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions.
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/10356/11854 |