This paper deals with a numerical model for the time-dependent analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of slip behavior, and a linear load-slip relation is assumed for computational convenience. On th
The deformation of composite beams with discrete flexible connection
β Scribed by H.D. Wright
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 620 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0143-974X
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