The maximum flexural capacity of composite steel and concrete beams with mechanical shear connectors and with full shear connection is usually determined from rigid plastic analyses. It is generally assumed in these analyses that there is full interaction and that the steel is fully yielded. In real
✦ LIBER ✦
Shear Connection Nonlinearity and Deflections of Steel–Concrete Composite Beams: A Simplified Method
✍ Scribed by Faella, Ciro; Martinelli, Enzo; Nigro, Emidio
- Book ID
- 121318125
- Publisher
- American Society of Civil Engineers
- Year
- 2003
- Tongue
- English
- Weight
- 161 KB
- Volume
- 129
- Category
- Article
- ISSN
- 0733-9445
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