Retrofitting beam-to-column joints for improved seismic performance microform
Before the 1970's, most codes for the design of reinforced concrete structures did not include provisions for ductility during seismic events was not prevalent in most codes. The guidelines that did exist were minimal, and often left a fair amount of room for interpretation by the design engine...
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| Format: | Others |
| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/2429/2461 |