Experimental Study on the Interface Slip of New Type of Steel-encased Concrete Composite Beams
Abstract:To study the interface slip and the deflection properties of a new type of steel-encased concrete composite beams, four full size simply supported specimens with different shear connection coefficient were designed. One was a beam with full shear connection, and the others with partial shea...
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| 格式: | Artigo |
|---|---|
| 语言: | Inglês |
| 出版: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2006-01-01
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| 丛编: | 工程科学与技术 |
| 主题: | |
| 在线阅读: | http://jsuese.scu.edu.cn/thesisDetails?columnId=44514364&Fpath=home&index=0 |
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