Development of a new steel profile deck for composite floor system
Generally for ordinary profile steel deck, there are four possible modes of failure which are the bending moment failure at mid-span, shear failure at end support, web crippling and section failure over internal support under combined action of shear force and hogging moment. However, for this proje...
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| 格式: | Final Year Project |
| 語言: | English |
| 出版: |
2013
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| 在線閱讀: | http://hdl.handle.net/10356/53893 |
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