کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285734 | 509214 | 2008 | 9 صفحه PDF | دانلود رایگان |
This paper deals with a simplified model to predict the partial-interactive behavior of steel–concrete composite slabs. A series of nonlinear partial-interaction analyses with various degrees of interaction and shear span ratios are conducted to formulate the partial-interactive problem. Through the statistical analysis of these data, a simplified model for the partial-interactive structural performance is proposed. The proposed model is verified by test program. It is clear that a simplified model based on a partial-interaction analysis is a powerful tool to predict the partial-interactive structural behavior of composite members. In this method, only the push-out test for specimens with the same profile as a steel–concrete composite slab is required. This may be attributed to the potential advantage of the proposed method over the conventional method.
Journal: Journal of Constructional Steel Research - Volume 64, Issue 2, February 2008, Pages 238–246