The reponse of multi-story prestressed concrete frames to seismic loading
This thesis is concerned with the response of multi-story prestressed concrete frames to seismic loading, and the ductility demands of the constituent members. In that regard, an idealized model for the end moment-plastic rotation relationship of prestressed concrete members was developed based on a...
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| Language: | English |
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2010
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| Online Access: | http://hdl.handle.net/2429/21762 |